BOQ OF CIVIL WORKS FOR CONSTRUCTION OF
350 SEATERS BOYS HOSTEL FOR UNDER GRADUATE STUDENTS AT NATIONAL INSTITUTE OF TECHNOLOGY,
KURUKSHETRA
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| (BASED ON HSR-1988 & LATEST SANCTIONED PREMIUM W.E.F.
01-01-2008) |
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| Sr. No. |
HSR No. |
Description |
Qty. |
Unit |
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SUB PART-I: INTERNAL CIVIL WORKS (SCHEDULE ITEMS) |
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| 1 |
6.27 |
Clearing grass and removal of the rubbish upto distance of 50m
outside the periphery of the area cleared |
13800 |
100 Sqm |
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| 2 |
6.6 |
Earth work in excavation in foundation, trenches etc. in all
kind of soils, not exceeding 2 mtrs. depth including dressing of bottom and
sides of trenches, stacking the excavated soil, clear from the edge of
excavation and subsequent filling around masonry in 15 cm layers with
compaction, including disposal of all
surplus soil as directed within a lead of 30 mtrs. |
6580 |
100 Cum |
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| 3 |
6.2 c ii |
Earth work in excavation in ordinary soil exclusive of
compensation of earth |
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Overall Lead 120 mtrs |
6580 |
100 Cum |
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| 4 |
9.9 + note-II (a) |
Centring & shuttering for columns ( square or rectangular or
polygonal in plan) (Third Storey) |
40 |
Sqm |
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Fifth storey |
450 |
Sqm |
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| 5 |
10.56 + note v b |
Cement concrete 1:4:8 with stone aggregate 20mm nominal size in
first storey ypto 4 metres above plinth level (Third Storey) |
6 |
Cum |
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Fifth storey |
45 |
Cum |
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| 6 |
10.39 |
Cement concrete 1:4:8 with stone aggregate 40mm nominal size in
foundation and plinth (upto 1.5m depth) |
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For Foundation |
410 |
Cum |
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For Paved Area |
450 |
Cum |
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| 7 |
10.39+ Note (v) 2 |
Cement concrete 1:4:8 with stone aggregate 40mm nominal size in
foundation and plinth (upto 2m depth) |
70 |
Cum |
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| 8 |
10.90 + 10.95 (a) |
Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size
for reinforced concrete work in footings, strips, foundations, beams, rafts,
pedestal and approach slabs of bridges etc. excluding steel reinforcement but
including centering and shuttering laid in position complete in all respects
(for works upto 1.5m below grounds level) |
1983 |
Cum |
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| 9 |
10.86+ 10.95 (a) |
Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size
for reinforced concrete work for walls exceeding 20cm thickness (straight and
curved) beams, girders, stairs, columns (square or rectangular) battens and
lintels etc. excluding steel reinforcement but including centering and
shuttering laid in position, complete in all respects. |
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10.86+ 10.95 (a) |
-do- (first storey) |
850 |
Cum |
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10.86+ 10.95 (a)+ note(v)(b) |
-do- (second storey) |
610 |
Cum |
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10.86+ 10.95 (a)+ note(v)(b) |
-do- (third storey) |
370 |
Cum |
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10.86+ 10.95 (a)+ note(v)(b) |
-do- (forth storey) |
330 |
Cum |
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10.86+ 10.95 (a)+ note(v)(b) |
-do- (fifth storey) |
12 |
Cum |
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| 10 |
10.87+ 10.95 (a) |
Cement
concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced
concrete work for walls (10cm to 20 cm thickness) straight and curved
excluding steel reinforcement but including centring and shuttering, laid in
position, complete in all respects. |
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10.87+ 10.95 (a) |
-do- (first storey) |
13 |
Cum |
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10.87+ 10.95 (a) |
-do- (second storey) |
10 |
Cum |
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10.87+ 10.95 (a) |
-do- (third storey) |
10 |
Cum |
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10.87+ 10.95 (a) |
-do- (forth storey) |
10 |
Cum |
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10.87+ 10.95 (a) |
-do- (fifth storey) |
4 |
Cum |
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10.87+ 10.95 (a) |
-do- (Sixth storey) |
1 |
Cum |
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| 11 |
10.88 + 10.95 (a) |
Cement concrete 1:1:5:3 with stone aggregate 20mm nominal size
for reinforced concrete work circular or curved columns excluding steel
reinforcement but including centering and shuttering laid in position
complete in all respects. |
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-do- (first storey) |
5 |
Cum |
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10.88 + 10.95 (a) + note(v)(b) |
-do- (second storey) |
3 |
Cum |
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| 12 |
10.81 |
Cement concrete 1:2:4 with stone aggregate 20mm nominal size for
reinforced concrete work in shelves excluding steel reinforcement but
including centering and shuttering laid in position complete in all respects. |
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10.81 + note (v)(b) |
-do- (first storey) |
20 |
Cum |
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10.81 + note (v)(b) |
-do- (second storey) |
15 |
Cum |
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10.81 + note (v)(b) |
-do- (third storey) |
12 |
Cum |
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10.81 + note (v)(b) |
-do- (forth storey) |
12 |
Cum |
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| 13 |
10.82 + 10.95 (a) |
Cement concrete 1:1:5:3 with stone aggregate 20mm nominal size
for reinforced concrete work in slab with inclination not exceeding 25 degree
with horizontal, excluding steel reinforcement but including centering and
shuttering laid in position complete in all respects. |
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10.82 + 10.95 (a)+note(v)(b) |
-do- (first storey) |
405 |
Cum |
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10.82 + 10.95 (a)+note(v)(b) |
-do- (second storey) |
390 |
Cum |
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10.82 + 10.95 (a)+note(v)(b) |
-do- (third storey) |
350 |
Cum |
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10.82 + 10.95 (a)+note(v)(b) |
-do- (forth storey) |
313 |
Cum |
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10.82 + 10.95 (a)+note(v)(b) |
-do- (fifth storey) |
10 |
Cum |
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10.82 + 10.95 (a)+note(v)(b) |
-do- (Sixth
storey) |
1 |
Cum |
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| 14 |
10.89 + 10.95 (a) |
Cement concrete 1:1:5:3 with stone aggregate 20mm nominal size
for reinforced concrete work in fascias, parapet and other thin vertical
sections, not covered by items nos. 10.82, 10.86-10.88 not exceeding 10 cm
excluding steel reinforcement but including centering and shuttering laid in
position complete in all respects. |
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10.89 + 10.95 (a) |
-do- (first storey) |
10 |
Cum |
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10.89 + 10.95 (a)+note(v)(b) |
-do- (second storey) |
10 |
Cum |
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10.89 + 10.95 (a)+note(v)(b) |
-do- (third storey) |
10 |
Cum |
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10.89 + 10.95 (a)+note(v)(b) |
-do- (forth storey) |
10 |
Cum |
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10.89 + 10.95 (a)+note(v)(b) |
-do- (fifth storey) |
2 |
Cum |
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10.89 + 10.95 (a)+note(v)(b) |
-do- (Sixth
storey) |
1 |
Cum |
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| 15 |
18.22 |
Cold twisted deformed (ribbed/tor steel) bars for R.C.C. works
where not included in the complete rate of R.C.C. including bending, binding
and placing in position complete. |
7015 |
Qtl |
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| 16 |
10.114 |
Damp proof course 40mm thick of cement concrete 1:2:4 using
stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration
at 1.65kg per sqm. laid hot and sanded. |
250 |
Sqm |
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| 17 |
10.132 |
Cement concrete 1:2:4 with stone aggregate 20mm nominal size in
pavement, roads, taxi-tracks and run ways, laid to required slope and camber,
i/c consolidation, finishing and tamping complete. |
640 |
Cum |
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| 18 |
11.2 |
First class brickwork laid in cement sand mortar 1:6 in
foundation and plinth. |
600 |
Cum |
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| 19 |
11.7 |
First class brickwork laid in cement sand mortar 1:6 in first
storey upto 4 meter above plinth level. |
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-do- (first storey) |
600 |
Cum |
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11.7+11.41 (i) |
-do- (second storey) |
575 |
Cum |
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11.7+11.41 (i) |
-do- (third storey) |
507 |
Cum |
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11.7+11.41 (i) |
-do- (forth storey) |
507 |
Cum |
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11.7+11.41 (i) |
-do- (fifth storey) |
300 |
Cum |
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11.7+11.41 (i) |
-do- (Sixth
storey) |
14 |
Cum |
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| 20 |
11.42 |
Extra for brick work in Square or rectangular pillars in
buildings |
50 |
Cum |
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| 21 |
11.45 c |
Extra for brick work curved on plan up to a mean radius not
exceeding 6 metres |
50 |
Cum |
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| 22 |
11.47 |
11.43 cm thick brick wall laid in cement sand mortar 1:4 without
reinforcement in foundation & plinth |
250 |
Sqm |
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| 23 |
11.48 (a) |
11.43 cm thick brick wall laid in cement sand mortar 1:4 in
superstructure in first storey |
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-do- (first storey) |
1398 |
Sqm |
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11.48 (a) + note (iv)(a) |
-do- (second storey) |
1269 |
Sqm |
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11.48 (a) + note (iv)(a) |
-do- (third storey) |
1228 |
Sqm |
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11.48 (a) + note (iv)(a) |
-do- (forth storey) |
1228 |
Sqm |
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11.48 (a) + note (iv)(a) |
-do- (fifth storey) |
300 |
Sqm |
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| 24 |
11.81 |
Dressing, chamfering of bricks to require shape in masonry work |
8000 |
100 Each |
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| 25 |
13.43 |
Providing & embedding 100mm dia HCI rain water without ears
ISI mark pipe in cement mortar during masonry work |
950 |
Mtr. |
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| 26 |
13.46 (a) |
Extra over rate of item No.13.43 and 13.45 (a) in case lead
joints are used instead of cement joints |
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100 mm diameter pipe |
710 |
Each |
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| 27 |
13.49 |
Providing & fixing CI plain bends in position with gutter
etc. |
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(a) |
For 100mm diameter pipe |
144 |
Each |
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| 28 |
13.50 |
Top Khurra 0.6 m x 0.6 m for rain water pipe in 25mm thick
cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
90 |
Each |
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| 29 |
13.55 |
Supplying & fixing in position GI pipe class ‘B’ Spouts in
chajjas and cantilevers. |
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(c) |
25 mm internal dia. G.I. pipe |
45 |
Mtr. |
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(d) |
40 mm internal dia. G.I. pipe |
45 |
Mtr. |
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| 30 |
13.57 |
Bottom Khurra on ground 1.2m x 0.6m consisting of brick-on-edge
laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12mm
thick cement plaster 1:3. |
90 |
each |
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| 31 |
13.62 |
Providing
and laying four courses of water proofing treatment consisting of first and
third course of blown type bitumen grade 85/25 applied hot at 1.6 kg per sqm.
For each course and second course of fibre glass RP Tissue and fourth and
final course of stone grit 6 mm and down size or pea-sized grit spread at
0.006 cum per sqm. including preparation of surface. |
100 |
sqm |
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| 32 |
13.64 |
Cement concrete 1:2:4 gola 10cmx10cm quadrant along junction of
roof with parapet wall finished smooth where specially specified. |
1011 |
Mtr. |
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| 33 |
13.66 |
Providing and laying cinder concrete in cement 1:15 (1 cement:
15 cinder) on terraced roofs, laid to slope, including consolidating the
same. |
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13.66+ note (III) |
-do- (second storey) |
52 |
Cum |
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13.66+ note (III) |
-do- (third storey) |
49 |
Cum |
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13.66+ note (III) |
-do- (forth storey) |
49 |
Cum |
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| 34 |
14.1-10.26 Based derived rate |
Sand filling under floor i/c laying consolidation, compaction
& watering etc. |
7500 |
Cum |
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| 35 |
14.1 |
Base course of floor consisting of 100mm thick cement concrete
1:8:16 and 100mm sand or stone filling |
3453 |
Sqm. |
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| 36 |
14.4 |
Screed of 50mm thick concrete 1:8:16 to be laid below the
topping. |
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14.4+ note (I) |
-do- (second storey) |
2821 |
Sqm |
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14.4+ note (I) |
-do- (third storey) |
2393 |
Sqm |
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14.4+ note (I) |
-do- (forth storey) |
2393 |
Sqm |
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14.4+ note (I) |
-do- (fifth storey) |
180 |
Sqm |
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14.4+ note (I) |
-do- (Sixth
storey) |
10 |
Sqm |
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| 37 |
14.8 |
Conglomerate floor 25mm thick cement concrete topping 1:2:4 |
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14.8 + note |
-do- (first storey) |
160 |
Sqm |
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14.8 + note |
-do- (second storey) |
130 |
Sqm |
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14.8 + note |
-do- (third storey) |
130 |
Sqm |
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14.8 + note |
-do- (fourth storey) |
130 |
Sqm |
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| 38 |
14.10 |
Conglomerate floor 50mm thick cement concrete topping 1:2:4 |
550 |
Sqm |
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| 39 |
14.3 |
Floating coat of 1.50mm thick neat cement laid in one operation
to the topping. |
550 |
Sqm |
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| 40 |
14.25 (a) (ii) |
Terrazzo topping rubbed and polished to a granolithic finish
under layer 34mm thick cement concrete 1:2:4 and top layer as specified
below:- |
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With grey Cement :- 43mm thick with top layer 9mm thick with
white marble Makrana/Narnaul chipping of size above 4mm but upto 7mm laid in
cement marble powder mix in the ratio of 3:1 (3 parts of cement and one part
of marble powder) by weight in proportion of 4:7 (4 parts of cement marble
powder mix :7 parts of white chips) by volume complete |
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14.25 (a) (ii) |
-do- (first storey) |
970 |
Sqm |
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14.25 (a) (ii) note (i) |
-do- (second storey) |
970 |
Sqm |
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14.25 (a) (ii) note (i) |
-do- (third storey) |
970 |
Sqm |
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14.25 (a) (ii) note (i) |
-do- (forth storey) |
970 |
Sqm |
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14.25 (a) (ii) note (i) |
-do- (fifth storey) |
50 |
Sqm |
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| 41 |
14.26 (a) (i) |
Terrazzo skirting or dado or on wall face rubbed and polished to
a granolithic finish under layer 12mm thick cement coarse sand plaster
1:3 and top layer as specified below:- |
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With grey Cement :- 18mm thick with top layer 9mm thick with
white marble Makrana/Narnaul chipping of size 1mm to 4mm laid in cement marble powder mix in the
ratio of 3:1 (3 parts of cement and one part of marble powder) by weight in
proportion of 4:7 (4 parts of cement marble powder mix :7 parts of white
chips) by volume complete |
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14.26 (a) (i) |
-do- (first storey) |
180 |
Sqm |
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14.26 (a) (i) note (i) |
-do- (second storey) |
180 |
Sqm |
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14.26 (a) (i) note (i) |
-do- (third storey) |
180 |
Sqm |
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14.26 (a) (i) note (i) |
-do- (forth storey) |
180 |
Sqm |
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14.26 (a) (i) note (i) |
-do- (fifth storey) |
20 |
Sqm |
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| 42 |
14.45 with note + Note I of Ch. 14 |
Precast colour chequered tiles of 20 mm thickness in
ordinary grey cement without chips
laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement
slurry between joints and over the base in floors, treads of steps and
landings |
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