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Costs
EMD
₹ 8,28,000Document Cost
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Contact
Tender Id
2019_HRY_84995_1Bid Award Id
ViewTender No
HSR/FTB/Construction of Govt. Girls Senior SecondaTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
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Documents
Construction of Govt. Girls Senior Secondary School at Jakhal Mandi in Fatehabad Distt.
BOQ Items
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Cement concrete 1:8:16 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.29)
8.6
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Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.38)
780.88
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Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.39)
16.84
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Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey (HSR 10.77)
14.77
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Cement concrete 1 :1 1/2 :3 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (HSR 10.81+ 10.95 A )
First Storey
1.74
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Second Storey
1.83
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Third Storey
1.83
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Fourth Storey
1.83
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-
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Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (HSR 10.82 + 10.95 (a) First Storey
152.84
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Second Storey
116.83
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Third Storey
117.49
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Fourth Storey
117.15
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Fifth Storey
1.28
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Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams girders, stairs columns, (squre or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (HSR 10.86 + 10.95 (a)
First Storey
228.15
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Second Storey
132.02
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Third Storey
132.69
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Fourth Storey
128.15
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Fifth Storey
31.69
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Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc. excluding steel reinforcement but including centering and shuttering laid in position complete in all respects.(For works upto 1.5 meters below ground level) (a)Extra over item nos. 10.79 to 10.94, if 1:1½:. Mix is used instead of 1:2:4) HSR 10.90 + 10.95 a)
542.93
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Cement concrete 1 :11/2 :3 with stone aggregate 20 mm nominal size in pavements, roads, taxi- tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete a. Extra over items nos. 10.79 to 10.94, if 1:11/2:3 mix is used, instead of 1:2:4 (HSR 10.132 + 10.95 (a))
243.04
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First class brick work laid in cement sand mortar 1:6 in foundation plinth (HSR 11.2)
382.47
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First class brick work laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level (HSR 11.7) First Storey
102.61
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Second Storey
85.47
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Third Storey
70.74
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Fourth Storey
89.16
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Fifth Storey
5.09
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First class brick work laid in cement sand mortar 1:4 in first storey upto 4 m. above plinth level. (HSR 11.9)
122.64
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11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure (HSR 11.48 a)
First Storey
178.99
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Second Storey
162.65
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Third Storey
123.19
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Fourth Storey
130.9
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Masonary work using flyash-lime based bricks (IS:12894-2002) laid in cement sand mortar 1:6 in super structure. (HSR 11.102). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey
102.61
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Second Storey
85.47
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Third Storey
70.74
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Fourth Storey
89.16
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Fifth Storey
5.09
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Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 Kg per sqm ontop of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13)
Fourth Storey
878.53
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Fifth Storey
32.33
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Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50)
14
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Bottom Khurra on ground 1.2 m x 0.6 m consisting on brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 (HSR 13.57)
14
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Cement concrete 1:2:4 gola 10 cm x 10 cm quadrant along junction of roof with parapet wall finished smooth where specially specified. (HSR 13.64)
184.48
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Providing & fixing PVC rain water pipe 6kg. Pressure of ISI mark in cement mortar during masonry work (a) 100mm dia PVC pipe 6kg. Pressure (HSR 13.89 a)
95.08
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(b) 150 mm dia PVC pipe 6kg. Pressure
214.27
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Providing & fixing PVC bend ISI mark (b) 150 mm dia PVC bend (HSR 13.90 (b)
16
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Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping (HSR 14.4) First Storey
762.31
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Second Storey
767.06
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Third Storey
771.37
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Fourth Storey
769.16
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Fifth Storey
8.42
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Precast terrazzo tiles of 20 mm thickness in cement as specified below with marble chips of size and colour as required 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 including rubbing and polishing(b) in 50% white and 50% grey cement. [HSR 14.44b].
First storey
203.2
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Second Storey
298.35
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Third Storey
386.23
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Fourth Storey
131.04
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Precast terrazzo tiles of 12.5mm minimum thickness in cement as specified below with marble chips of size and colour as required laid on 10mm thick cementt corase sand plaster 1:3 and jointed with neat cement slurry in skirting,dado and risers of steps,including rubbing and polishing complete.(b)in 50% white and 50% grey cement(HSR 14.47b)
First storey
13.25
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Second Storey
13.05
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Third Storey
20.62
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Fourth Storey
9.09
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Precast terrazzo tiles of 12.5mm minimum thickness in cement as specified below with marble chips of size and colour as required laid on 10mm thick cementt corase sand plaster 1:3 and jointed with neat cement slurry in skirting,dado and risers of steps,including rubbing and polishing complete.(b)in 50% white and 50% grey cement(HSR 14.47b + Note)
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.
First Storey
119.47
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Second Storey
113.52
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Third Storey
118.91
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Fourth Storey
120.03
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Kotah stone flooring 34 mm to 40 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing (HSR 14.62)
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey
316.08
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Second Storey
265.91
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Third Storey
266.23
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Fourth Storey
277.12
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Fifth Storey
8.42
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Extra for noising in trends of steps of kotah stone slab (HSR. 14.65)
First Storey
23.06
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Second Storey
23.06
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Third Storey
23.06
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Fourth Storey
23.06
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Extra for noising in trends of steps of kotah stone slab (HSR. 14.65)
197.51
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Kotah Stone Skirting/Dado Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps dowels and pins etc. (HSR. 14.66)
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.
First Storey
31.02
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Second Storey
31.92
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Third Storey
25.74
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Fourth Storey
25.8
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Pvdg & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thickcement coarse sandmortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Not : Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJA-RIA,SOMANI, ORIENT & JOHNSONS shall be used as approved by Engineer-In-Charge. (HSR 14.91)
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.
521.81
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Providing and fixing 1st quality ceramic glazed wall tiles condirming to I.S 15622 (thickness to by specified by the manu-facturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. b) size of ceramic glazed tiles 300 x 450 mm NITCO, KAJA-RIA,SOMANI, ORIENT & JOHNSONS shall be used as approved by Engineer-In-Charge. (HSR 14.92 (b)
Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.
498.29
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Laying and fixing Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as spacified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (Excluding the cost of granite stone) (HSR 14.96)
14.33
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12 mm thick cement Plaster 1:4. (HSR 15.5)
1317.71
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Plastering on wall 12 mm thick cement plaster 1:6 (HSR 15.7)
First Storey
1433.22
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Second Storey
1125.34
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Third Storey
1275.7
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Fourth Storey
1115.78
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Fifth Storey
69.22
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15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10)
536.78
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Plastering on walls15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.12)
First Storey
1433.22
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Second Storey
1125.34
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Third Storey
1275.7
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Fourth Storey
1115.78
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Fifth Storey
69.22
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10 mm Cement Plaster 1:4 under side of ceiling (HSR. 15.52)
First Storey
762.31
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Second Storey
767.06
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Third Storey
771.37
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Fourth Storey
769.16
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Fifth Storey
8.42
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Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete.(HSR 16.1)
784.19
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Applying pink primer or aluminum priming coat on woodwork including preparation of surface, knotting and stopping etc (HSR 16.2)
784.19
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Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade (HSR 16.3)
784.19
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Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.9)
8.92
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Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (H.S.R. 16.17)
8.92
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Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25)
10135.48
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White Washing Three Coats (HSR 16.48)
4357.81
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Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.58)
5838.7
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Providing two coats of exterior acrylic emulsion paint (HSR 16.79 (b)
Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge
4817.46
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Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81)
10746.84
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Cost of aluminum fittings complete for doors and windows such as tower bolts, handles, etc and screws for these fittings (excluding sliding bolt) (HSR 17.72 (b)
784.19
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Providing & fixing six-levers brass 10cm mortice latch and lock, and apair of lever handles with necessary screws, etc. complete (Indian make of reputed firm, such as Godrej). (HSR 17.73)
130
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Providing and Fixing 150mm floor brass door stoppers,with rubber cushion,screws,etc. to suit rubber thickness complete. (HSR 17.75)
100
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Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) [HSR 17.82(b)].
100
-
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Providing and fixing sliding bolt with nuts and screws etc. complete. (b) aluminium (ii) size 250mm X 16mm (HSR 17.83)
250
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Providing & fixing 0.50 mm thick aluminum sheet, including cost of necessary screws, etc. complete (HSR 17.87)
58.53
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Factory manufactured wire gauze door and window shutter of commercial hard wood such as hollock, champ, chikrassy and chaplash etc. (non coniferous timber other than teak, conforming to I.S specification no. 1003, kiln sea soned) with 100 mm wide vertical styles 150 mm wide lock rail 200 mm wide bottom rail wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc. complete fixed in position (excluding the cost of any fittings, other than specified above but including labour for fixing the same in position) a (ii) 35 mm thick HSR 17.92 ii - note I under 17.18)
378.96
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Factory manufactured solid flush door shutters, with block board core as der I.S. No. 1659-1669 bonded with water, proof type danol formaloehyde synthetic resin, hot-press as , conforming to I.S. 2202 part-I and II fixed in position including iron hinges screws chocks/cleats and stops, etc. (Excluding the cost of any fittings other than specified above, but including labour for fixing the same in position):-( Note) Commercial veneering with vertical grains or cross bands and face vaneer on both sides comercial facing with laminated core and lipped edges HSR 17.93 (a) i 25 mm thick - Note I under 17.18
31.68
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(iii) 35 mm thick
356.59
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Wrought iron and mild steel (using angles, flats, square bars, tees and channels), ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)
60.31
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Stair case railing of 40mm internal dia G.I. pipe class 'B' as per I.S. No. 1239 as hand rail using flats and square bars as supporting members and base plate welded as per design specified including cutting, welding, rods and complete fix in position (HSR 18.13 a)
17.84
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Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (NS)
(Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement).
1883.94
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Supplying and fixing glass panes including special metal sash putty of approved make b) Glass panes 4 mm thick, exceeding 40 sq.dm areas (HSR 18.30 B)
114.94
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Pressed steel sheet frames (chowkhats) consisting of 2mm thick steel sheet of the specified section, including iron lugs (hold fasts) iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete. (HSR 18.34) (b) Door and window frame of size 76mm x 38mm with 35mm wide single rebate.
1837.79
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(d) Door & window frame of size 114mm x 50mm with 35mm wide double rebate.
1225.19
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Preparation of sub grade including trenching rough dressing of soil, final dressing of earth, to given levels and camber, watering, rolling with road roller and compacting the bed. (HSR 24.1)
3362.38
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Earth filling with tibba sand taken from outside the campus ara with an average of 5.00 Km including loading, unloading, laid in 15 cm layers including ramming, watering compensation of earth etc complete in all respect.
6736.2
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Providing and laying 200 mm thick granular sub \base consisting of filter layer confirming to table 400. 1 Grading II of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work spreading in uniform layer with motor grader on prepared surface and compacting, with vibrator power roller to achieve desired density complete as per clause No.401 of MoRT&H specifications.
672.49
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Providing & laying 75 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.)
Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).
2. Materials to be used and operations of manufacturing shall be approved by engineer.
252.18
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Providing and laying 75 mm thick Dry Lean Cement Concrete Sub-Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size of coarse aggregate not exceeding 25 mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 600-1 of MoRT&H specification (5th edition) cement content to be determined during trail length construction, concrete strength not to be less than as per ISI marked provision MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition) 2013. Note:- If cement contents are required more than 150 Kg. per sum to achieve strengthening it will be incidental to work and nothing shall be payable on this account.
252.18
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Providing and laying 80mm thick ISI marked interlocking paver blocks conforming to IS 15658:2006/IRC:SP:63-2004 of all shapes and colours in design mix cement M40 over a bed of 30 mm thick fine sand complete in all respect. (HSR 10.159). Note:- Reputed make Paver block only ISI marked will be used as approved by Engineer-in-charge
1944.8
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Providing & fixing PVC pipe (4kg/cm2) duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer incharge. (NS)
272.75
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Excavation of Circular shafts 2'-6" dia upto a depth of 20'-0", acting as soke pits this shaft shall be excavated upto sand starta. (NS).
2
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Public Health
Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in oridnary soil. (HSR 6.10 (a) for depths excavation not exceeding 3 metres below ground level.
271.59
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Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter HSR 26.10 (b) (i).
153.13
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Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections (HSR 28.22 (f) 40 mm I/d
1
-
-
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Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. (HSR 28.23)
a) 11.43 cm thickness of walls
4
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b) 22.86 cm thickness of walls
4
-
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Labour for fixing G.I or W.I pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. (HSR 28.27)
15mm internal diameter of sleeve pipe
150
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20mm internal diameter of sleeve pipe
100
-
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25mm internal diameter of sleeve pipe
70
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32mm internal diameter of sleeve pipe
40
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40mm internal diameter of sleeve pipe
10
-
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Bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning, trimming and dressing the trenches to correct alingment and grade as required by the Engineer-in-charge. (HSR 28.47) (a) Upto 200mm I/d
1
-
-
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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: 28.50 (a)
49
-
-
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b) Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:
49
-
-
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Filter media course sand 3 mm to 6 mm
c) Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:
49
-
-
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d) Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:
98
-
-
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JOINTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS OF ALL CLASSES IN TRENCHES USING COLLAR JOINTS JOINTED WITH 1:1 ½ CEMENT SAND MORTAR NEARLY dry heavily caulked into joints AND WITH END DOWELS FILLED WITH 1: 1 ½ CEMENT SAND MORTAR including facing trowelling and finishing the joints and at angle of 45 degree with face of collars keeping the joints wet till cured testing the drain line for leakages and making good for all leakages and defects as laid down in the contract specirfications complete with two spigots and jointed to collars and internal diameter of sewer pipe or special being:- (c) 200 mm. (HSR 29.45)
1
-
-
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CUTTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS of all classes chipping AND FINISHING THE CUT SURFACE TO A UNIFORM finish to the satisfaction of the Engineer-in-charge. (c) 200 mm. (HSR 29.46)
1
-
-
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Construction brick masonray inspection chamber sizes as given below upto 0.60 metres average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plastern 1:2 with a floating coat of 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm inside light duty C.I inspection chamber cover and frame weight as per I.S.I specification painted with 3 coats of black bitumastic superior paint complete as per standard design (HSR 29.84 (a) Size 450mm x450mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping
16
-
-
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(c) Size 600 x 900 mm inside (with 455 x 455 mm cover and frame light duty single weighing 20 Kg RCC slab
4
-
-
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Extra for over 0.30 metre depth of inspection chamber. (HSR 29.85 (a) 450 x 450 mm
73.12
-
-
... More
Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber. (HSR 29.87 (a) (i) Size 610 mm x 457 mm x 800 mm
4
-
-
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CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180 mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. The rate cover the cost of M.S steel for R.C.C slab Labour for fixing and carriage of C.I manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also includes the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of Engineer- in-charge. (HSR 29.90 (ii) ON 150 mm I/d pipe sewer
(a) For 1.20 Mtrs. depth below ground level
2
-
-
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(b) For 1.50 Mtrs. depth below ground level
1
-
-
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(c) For 1.80 Mtrs. depth below ground level
1
-
-
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Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge. (HSR 29.93 (a) 200 mm dia.
283.49
-
-
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Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94)
20
-
-
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Providing and laying SW pipe grade –A in standard length of 600 mm each pipe marked with IS :651 and their lowering, cutting , jointing & testing as described in HSR item No. 29.38 to 29.40 including the cost of jointing material as well as carriage, loading, unloading , stacking., handling, rehandling etc. complete in all respect to the satisfaction to the Engineer-in-Charge (HSR 29.95) (ii) 150 mm i/d
210.37
-
-
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Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (HSR 30.5 (b) Double trap syphonic (ii) Single Color.
35
-
-
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Extra over for providing and fixing best Indian make plastic hygenic seat (HSR 30.13) (i) White plastic seat (Solid)
35
-
-
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Providing and fixing in position best indian make (ordinary) lavatory suites consisting of :- Lavatory in vitreous chinaware size as given below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary. (HSR 30.41) white (v)
R.S or C.I brackets for building into wall including painting
32 mm C.P brass waste with C.P brass chain and rubber plug
15 mm C.P brass screw down pillar tap with jamnuts or couplings best design (as approved by the Engineer-in-charge)
All fittings best Indian make and; to the approval of the Engineer-in-charge
All brass work chromium plated and complete in all respects including cutting and making good the walls floors and painting of fitting etc.
Size 560 x 450 mm with one no. tap
35
-
-
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Providing and fixing in position 32mm dia G.I waste pipe embedded in wall or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor level including cost of wipped solder joint etc. complete (as required by the Engineer-in-charge) (As per item no 30.41) (HSR 30.48)
35
-
-
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Providing and fixing in position best Indian make chromium Plated brass Bottle trap 32 mm dia metre. complete (as required by the Engineer-in-charge). (HSR 30.50)
35
-
-
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Providing and fixing in position best quality Stainless Steel Sinks with Complete fittings as fully described in item No. 30.51. (HSR 30.53 (a) 600 mm x 450 mm x 200 mm.
30
-
-
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Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in walls or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62)
30
-
-
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Providing and fixing 40 mm i/d chromium plated brass trap with chromium plated bra pipe to wall with wall flange, complete (as per requirement of the Engineer-in-charge) for use with sinks. (HSR 30.63 (a) with Bottle Trap (indian make).
30
-
-
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Providing and Fixing in Position Best Indian Make Paper Holders Fixed into Wall With C. P Brass Screws Complete in all respects including cutting and making good the walls etc. (HSR 30.67 (a) C.P. Brass.
30
-
-
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Providing and fixing in position best indian make towel rails fixed in with rawlslugs embedded in walls with C.P Brass screws, complete in all respect including cutting and making goods the walls etc. (As per item no 30.41) (HSR 30.68) (a) 25mm dia C.P brass adjustable (i) 750 mm long
65
-
-
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Providing and fixing in position glass shelf fixed in with rawl plugs with C.P brass screws complete including cutting and making good the walls etc. (As per item no 30.41) (HSR 30.69) (a) with C. P. Brass brackets and guard rail (i) 600 x 125 mm
35
-
-
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Providing and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making goods the walls etc. (HSR 30.70 (a) C.P. Brass (i) Soap dish Large.
23
-
-
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Providing and fixing in position best Indian make bevelled edge 5.5mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the Engineer -in -charge) complete including cutting and making good the walls etc. (As per item no 30.41) (HSR 30.71) (a) Indian make (I) 600mmx450mm
25
-
-
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Providing and Fixing in position best Indian make coat and hat hooks fixed into wall with C.P Brass screws and rawl plugs etc. complete including cutting and making good the walls etc. (HSR 30.73 (a) C.P. Brass. (ii) Two Way.
4
-
-
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Providing and fixing in position super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). [HSR 30.74].
10
-
-
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Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (HSR 30.75) (a) Bib cock long body
65
-
-
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Providing and fixing in position C.P brass stop cocks (as approved by the Engineer-in-Charge) (HSR 30.76) (a) 15 mm stop cock (ii) Concealed stop cock with flange
15
-
-
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Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). (HSR 30.77).
4
-
-
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Providing and fixing of best Indian make C.P. Brass wall mixer 15 mm. (HSR 30.81 (a) With Telephonic Shower.
4
-
-
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Providing and fixing in position best indian make elexible tube connection (HSR 30.82) (b) C. P. Brass (iii) 15 mm x 450 mm
4
-
-
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Providing and fixing in position H.C.I soil waste vent or antisyphonage pipes to I.S.I specification of E.L.C manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing (HSR 30.84) 100 mm internal diameter
240
-
-
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75 mm internal diameter
160
-
-
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Providing and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. (HSR 30.85)
4
-
-
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Providing lead caulked joints to H.C.I pipes and specials conforming to I.S.I specification of ElL.C manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87) 100 mm internal diameter (1.13 Kg)
240
-
-
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75 mm internal diameter (0.91 Kg)
160
-
-
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Providing and fixing in position M.S or heavy flat iron clamps made out of M.S flat not less than 5 mm of the approved deign for fixing C.I soil waste vent or anti pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting (HSR 30.88) for 100 mm internal diameter pipes
240
-
-
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75 mm internal diameter pipes
160
-
-
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Providing and fixing HCI floor traps ISI marked of the self cleaning design with C.P brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors etc. minimum depth of water should be 150 mm with a minimum seal of 50mm (HSR 30.89) (b) with 75 mm I/d outlet
72
-
-
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Providing and fixing in position H.C.I. special for soil, waste, vent or anti-syphonage pipes to I.S.I marked including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condidition but excluding cost of lead jointing (HSR 30.91) (a) 100 i/d pipes
(i) Heal rest bend
8
-
-
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(ii) Double Junction with door 100 x 100 x 100 x 100 mm
8
-
-
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(xiii) Bend with door
8
-
-
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(xiv) Bend Plain
8
-
-
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(xvi) Cowls
8
-
-
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(xvii) Door Piece
8
-
-
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(xxii) Collars
8
-
-
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(b) 75 mm (i) Heal rest bend
8
-
-
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(iii) Double Junction with door 75 x 75 x 75 x 75 mm
8
-
-
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(xiii) Bend with door
8
-
-
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(xiv) Bend Plain
8
-
-
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(xvi) Door Piece
8
-
-
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(xvii) Cowls
8
-
-
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(xxii) Collars
8
-
-
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Providing and fixing in position automatic brass ball valves in tanks. (HSR 30.110 (b) With Plastic Ball (ii) 20 mm internal diameter.
20
-
-
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Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150mm x 150mm cast iron cover weighing approximately 7.26kg and frame clear opening 300mmx300mm and outside size 330mmx330mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:8:16 in foundation, and cement concrete 1:2:4 in coping around C.I cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I work as per standard design, minimim depth of water should be 150mm with a minimum seal 50mm (HSR 30.114) (b) 100 mm internal diameter H. C. I. gull trap
4
-
-
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Providing and fixing HDPE water storage tanks of sintex, Diplast, O.K. supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing Iin position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction to the Engineer. (HSR 30.119) 500 Ltr. Cap.
3
-
-
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1000 Ltr. Cap.
17
-
-
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Providing for Laying, Jointing, Fixing and testing G.I. (Medium class "B" type of Tata & Jindal make) pipe lines and specials tees, bends, sockets, elbows etc. inside building and testing etc. complete includng cutting threading Including cost of Specials G.I. Specials shall be of Make :- UNIK, TATA, ZOLOTA. (N.S.)
15mm I/d
160
-
-
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20mm I/d
120
-
-
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25mm I/d
80
-
-
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32mm I/d
40
-
-
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40mm I/d
36
-
-
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Providing for fixing and jointing union couplings in G.I. and W.I. Pipelines. (N.S.)
15mm I/d
140
-
-
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20mm I/d
100
-
-
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25mm I/d
70
-
-
... More
32mm I/d
30
-
-
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40mm I/d
10
-
-
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Providing, Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels , on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (N.S.)
15mm I/d
150
-
-
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20mm I/d
100
-
-
... More
25mm I/d
70
-
-
... More
32mm I/d
40
-
-
... More
40mm I/d
10
-
-
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