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Costs
EMD
₹ 4,44,000Document Cost
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Description
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Contact
Tender Id
2019_HRY_81090_1Bid Award Id
ViewTender No
Recalled/Construction of Primary Health Centre witTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
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Documents
Construction of Primary Health Centre with Residential Quarter at Indachuai in Fatehabad Distt. (Re-called)
BOQ Items
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Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28)
109.09
-
-
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Cement concrete 1:8:16 with stone aggregate 20mm nominal size in foundatin & plinth (HSR 10.29)
2.15
-
-
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Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38)
299.4
-
-
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Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39)
4.21
-
-
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Design mix cement concrete of grade M-30 with minimum cement contents 320 Kg./cum in foundation and plinth. (HSR 10.67)
308.1
-
-
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Precast cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Kerbs and the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete as per HSR [HSR. 10.77 + 10.95 (a)].
25.71
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-
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Precast Factory Manufactured cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Tiles and Chanels the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete as per HSR. [HSR. 10.78 + 10.95 (a)].
25.71
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-
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Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in Shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR.10.81+10.95 (a)].
First Storey
6.5
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-
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Second Storey
1.36
-
-
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Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82+10.95 (a)].
First Storey
259.83
-
-
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Second Storey
47.72
-
-
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Third Storey
7.36
-
-
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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, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects. [HSR. 10.86+10.95 (a)]
First Storey
97.37
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-
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Second Storey
42.56
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-
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Third Storey
9.18
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-
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Cement Concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for circular or curved columns excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. [HSR. 10.88 + 10.95 (a)]
First Storey
1.12
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-
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Second Storey
0.63
-
-
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Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fasicas, parapets and other thin vertical sections, not covered by item no. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness thickness excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. [HSR. 10.89 + 10.95 (a)]
First Storey
38.45
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-
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Second Storey
8.98
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-
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Third Storey
1.68
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-
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Cement concrete 1:11/2:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].
255.08
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-
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Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 preparation at 1.65 kg per sqm laid hot and sanded (HSR 10.114)
115.97
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-
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Damp proof course 25 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size. (HSR 10.115 - Note)
156.56
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-
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Providing and laying 80 mm thick ISI Marked interlocking paver blocks conforming to is 15658 : 2006/ IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respect. (HSR 10.159)
55.74
-
-
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First class brick work laid in cement sand mortar 1:6 in foundation plinth. (HSR 11.2)
347.04
-
-
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First class brick work laid in cement sand mortar 1:4 in foundation plinth. (HSR 11.4)
262.57
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-
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First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 metre above plinth level. (HSR 11.7)
First Storey
145.86
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-
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Second Storey
50.8
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-
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Third Storey
16.65
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-
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First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. (HSR 11.9)
142.74
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-
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11.43 cm thick brick wall laid in cement sand mortar 1:4 in spuer-structure. [HSR 11.48 (a)].
First Storey
325.53
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-
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Second Storey
140.93
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-
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Third Storey
2.26
-
-
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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
145.86
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-
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Second Storey
50.8
-
-
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Third Storey
16.91
-
-
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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 on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc., (HSR 13.13).
First Storey
833.05
-
-
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Second Storey
316.23
-
-
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Third Storey
48.41
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-
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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) Second Storey
18
-
-
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Third Storey
2
-
-
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Supplying & fixing in position G.I. pipe class 'B' spouts in chajjas and cantilevers. (e) 50mm i/d G.I. pipe. [HSR 13.55 (e)].
5.49
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-
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Bottom khurra on ground 1.2 m x 0.6m consisting of brick on edge laid in cment mortar 1:3 over 75mm c:c 1:8:16 including 12mm thick cement plaster 1:3. (HSR 13.57)
18
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-
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Cement Concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specified. (HSR 13.64).
First Storey
340.81
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-
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Second Storey
73.77
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-
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Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (b) 150 mm dia PVC pipe 6 kg. pressure (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89](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.
106.99
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-
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(a) 100 mm dia PVC pipe 6 kg. pressure.
23.77
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-
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Providing and fixing PVC Bend ISI Mark. (b) 150 mm dia PVC Bend (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.90](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.
40
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-
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Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)
1242.22
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-
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Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 14.4)
First floor
266.67
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-
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Second Storey
12.46
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-
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Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)
190.5
-
-
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Precast Terrazzo tiles of 20 mm minimum 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 & 50% grey cement. (HSR 14.44 (b)].
Ground Floor
261.47
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-
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First floor
18.09
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-
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Precast chequered terrazzo tiles 22 mm thick in cement 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 mixed with pigment to match the shade of tiles between joints and over the base in floors, treads of steps and landings, including rubbling and polishing (HSR 14.46)
8.18
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-
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Precast terrazzo tile of 12.5 mm minimum thickness in cement as specified below with marble chips of size and colour as required laid on 10 mm thick cement coarse 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 14.47 (b)].
First Storey
30.91
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-
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Second Storey
1.77
-
-
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Fixing & laying of Marble stone flooring 17 mm and above thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marbl including rubbing and polishing. (Excluding the cost of Marble, Marble will be supplied by the Department). (HSR 14.49).
White Marble
Cost of Labour
First Storey
289.83
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-
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Second Storey
201.91
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-
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Baroda Green
Cost of Labour
First Storey
59.57
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-
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Second Storey
32.86
-
-
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Third Storey
5.85
-
-
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Extra for noising in marble stone for treads (HSR no 14.50)
First Storey
60.58
-
-
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Second Storey
33.6
-
-
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Marble stone 17 mm and above thick in risers of step, skirting, dado, pillars and wall lining including matching the grains of marble slab in any pattern as specified laid on 12 mm thick cement coarsed sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing, including labour for fixing cramps, pins and dowels etc. Marble shall be supplied by the Department (HSR-14.52)
White Marble
Cost of Labour
First Storey
18.06
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-
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Second Storey
20.15
-
-
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Baroda Green
Cost of Labour
First Storey
8
-
-
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Second Storey
4.58
-
-
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Third Storey
0.5
-
-
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Kotah stone flooring minimum 25 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
377.15
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-
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Second Storey
35.79
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-
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Extra for nosing in treads of steps of Kotah stone slab. (HSR 14.65)
138.53
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-
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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
57.47
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-
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Second Storey
9.41
-
-
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Third Storey
0.57
-
-
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Providing and fixing aluminium strips 1.6 mm thick complete with nails in floors (HSR 14.77)
12.4
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-
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Providing & fixing ceramic tiles/ anty skid tile of size 400mm x 400mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA. (Double charged tiles shall be used as approved by Engineer in charge. (HSR 14.91).
First Storey
8.64
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-
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Second Storey
8.64
-
-
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Providing & Fixing Ist quality Ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be 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 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including ointing in white cement mixed with pigment of matching shades complete. Digital Print tiles of Size of 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA shall be used. [HSR 14.92(b)].
First Storey
359.09
-
-
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Second Storey
52.35
-
-
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(a) Size of ceramic Glazed tiles 200 x 300 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA shall be used as approved by Engineer-in-charge.
First Storey
79.87
-
-
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Second Storey
76.47
-
-
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Laying and fixing Granite stone in all shades 15mm to 18mm thick in skirting/dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (Excluding the cost of granite stone). (HSR 14.95) granite shall be supplied by the Deptt.
Cost of Labour
Ground Floor
5.58
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-
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First floor
0.47
-
-
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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 specified 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, Granite will be supplied by the Department). (HSR 14.96).
Cost of Labour
Ground Floor
42.7
-
-
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First floor
11.28
-
-
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Plastering on walls 10 mm thick cement plaster 1:3 (HSR 15.2)
First Storey
577.99
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-
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Second Storey
132.58
-
-
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Third Storey
76.47
-
-
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12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5).
First Storey
1241.93
-
-
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Second Storey
464.14
-
-
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Third Storey
264.2
-
-
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12mm thick cement plaster on walls (1:6). (HSR 15.7).
First Storey
629.51
-
-
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Second Storey
217.57
-
-
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Third Storey
30.01
-
-
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15mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.10).
1050.86
-
-
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15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12).
First Storey
1549.48
-
-
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Second Storey
507.68
-
-
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Third Storey
67.06
-
-
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10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52).
First Storey
307.34
-
-
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Second Storey
260.44
-
-
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Third Storey
41.81
-
-
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Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)
1125.94
-
-
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Preparation of ply wood surface for painting inlcuding 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. Painting on wooden surfaces etc. (HSR 16.1)
690.46
-
-
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Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (HSR 16.2).
659.1
-
-
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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).
1149.68
-
-
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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. (HSR 16.9).
800.16
-
-
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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. (HSR 16.17).
1592.04
-
-
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Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (HSR 16.25).
168.77
-
-
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Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (HSR 16.26).
168.77
-
-
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White Washing. (Three Coats). (HSR 16.48)
68.37
-
-
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Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (HSR 16.58).
3530.27
-
-
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Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade. (HSR 16.61)
68.37
-
-
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Providing two coats of exterior acrylic emulsion paint. [HSR 16.79 (b)].
4670.51
-
-
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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. (J.K./ Birla). (HSR 16.81)
6092.35
-
-
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Providing and fixing commercial type block board, plain lining, but jointed, inlcuding wooden plugs (teak) placed at 45 cm to 60 cm centres, complete with necessary nails (frame work shall be payable extra)- (b) 19 mm thick. (HSR 17.49) (b))
128.06
-
-
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Providing and fixing 12 mm thick and 150 mm wide pelmet of commercial ply wood with 25 mm dia teak wood curtain rod and brackets including fixing with 25 mm x 3 mm MS flat, 10 cm long and plugs (Teak) etc. complete. (HSR 17.63) + note (i)
First storey
38.64
-
-
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Second storey
38.64
-
-
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Providing and fixing helical door spring 150 mm (superior quality), including necessary screws, complete- (b) iron. [HSR 17.79 (b)].
17
-
-
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Providing & fixing 0.50 mm thick aluminium sheet including cost of necessary screws, etc. complete. (HSR 17.87)
15.82
-
-
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Factory manufactured panelled door or glazed windows shutters of commercial hard wood such as Hollock & Champ only. (non coniferous timber other teak, confirming to I.S. pecificationNo. 1003, Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm wide bottom rail, and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard wood nd including cost of iron hinges, screw, chock/cleats, stops nails etc. complete in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position). (b) 35 mm thick. [HSR 17.90 (b) - Note 1 under 17.18].
51.6
-
-
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Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock & Champ only. (non-coniferous timber other teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and 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. (Styles and rails of windows shutter shall be 75 mm wide. (i) 30 mm thick. [HSR 17.92 (i) - Note 1 under 17.18]
90.88
-
-
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Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, 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. (Make: Duro, Green, Kitply). HSR 17.93 (a) - Note 1 under 17.18]
(i) 25 mm thick.
56.04
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(iii) 35 mm thick.
185.12
-
-
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Providing and fixing Aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z. sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminum sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling C.P brass/stainless steel screws. All complete. Fixed portion (Anodized Aluminum transparent or dyed to required shade according shade according to IS;1868, minimum anodic coating of grade AC 15). (HSR 17.95 + Note (i)
111.87
-
-
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawel plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. Aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/paneling C.P brass/stainless steel screws, etc. complete shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting. (HSR 17.96) + note (i) Add Rs. 15/- per kg. extra if powder coating of 50 micron is done instead of anodizing in above item no. 9 & 10.
25.65
-
-
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Providing and fixing 12 mm thick preleminated paticle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with c.p brass / stainlees steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides. [HSR 17.97 (b)].
1.02
-
-
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Providing and fixing glazing aluminium door, windows ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basis items.) (b) with float glass panes of 5.00 mm thickness. [HSR 17.98 (b)].
5.84
-
-
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Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS 6315 marked for door including cost of cutting floors as required embedding in floors and cover plates with brass pivot and single piece M.S sheet outer box. (a) with stainless steel cover plate. [HSR 17.99 (a)].
2
-
-
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Providing aluminium Jali of thickness 7mm thick with openings 75mm x 75mm of including anodizing and fixing frame with cost of screws etc complete (HSR 17.100)
13.85
-
-
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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).
87.07
-
-
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Supplying and fixing Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thic, exceeding 40 sq. dm areas. [HSR 18.30 (b)].
228.87
-
-
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Pressed steel sheet frames (chowkhats) consisting of 2 mm 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, lock notch, 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 lungs complete. (a) Door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate (HSR 18.34 (a).
734.96
-
-
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(b) door and window frame Size of 76 mm x 38 mm with 35 mm wide single rebate.
6.71
-
-
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d) Door and window frame of size 114 mm x 50 mm with 40 mm wide double rebate.
953.3
-
-
... More
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)
1515.81
-
-
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NS ITEMS
Fe-500 EQR TMT steel bars for RCC works, where not including in the complete rate of RCC including bending, binding and placing in 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.
728.04
-
-
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Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1.3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA. (Double charged tiles shall be used as approved by Engineer in charge. (NS).
35.56
-
-
... More
Earth work non plastic under floors with Tibba Sand taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead and lift). [NS].
2589.97
-
-
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Providing and laying 200 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI 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 vibratory power roller to achieve desired density complete as per clause No.401 of MORT&H specifications for road & bridge (5th Revision) of 2013. (NS).
311.79
-
-
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Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to waterbound macadam in layer of 75 mm each 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).
115.48
-
-
... More
Construction of dry lean cement concrete (M-10) Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 3873, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial 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 tonnes vibratory roller, finishing and curing. Unit=cum, taking output = 450 cum (990 tonne), taking batch mix plant of 15.20 cum as per MORT&H specification clause-601 latest edition (NS)
152.43
-
-
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Public Health Work
Excavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done along with the alignment including trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc. and outside the town in ordinary soil:- (HSR No. 6.08)
(a) Without timbering and shoring upto
94.82
-
-
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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 accordingly to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushed etc. night signals, profiles, pegs, sight rails, boning ends, crossing over trenches for access to the houses, watching fencing etc. fixing and maintence 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 ordinary soil: (HSR No. 6.10) (a) For depths of excavation not exceeding 3 meters below ground level.
15.22
-
-
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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 (HSR No. 26.10 (b) i) (i) from 0 to 15 meter
8
-
-
... More
Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections. (HSR No. 28.22)
40mm I/d
3
-
-
... More
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 No. 28.23)
a) 11.43 cm thickness of walls
39
-
-
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b) 22.86 cm thickness of walls
57
-
-
... More
Bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. (HSR No. 28.47)
(a) Upto 200mm I/d
3
-
-
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Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (HSR No. 28.5)
(a) Top layer: - Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source
12.25
-
-
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(b) Second layer :- coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry)
12.25
-
-
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(c) Third layer: - Bajri screened washed and graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry)
12.25
-
-
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(d) Bottom layer:- Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry)
24.5
-
-
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Constructing brick masonry inspection chamber sizes as given below upto 0.60 meters 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 plaster 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 No. 29.84)
a) Size 450mm x450mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping
7
-
-
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C) Size 600mm x900mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab
7
-
-
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Extra for over 0.30 mtr depth of inspection chamber (a) 450 x 450 mm (HSR No. 29.85)
18.28
-
-
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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 NP3 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 a) 200 mm i/dia RCC NP3 37
18.28
-
-
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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. (HSR No. 29.94) Type: Extra heavy duty set (MD-10) 560 mm clear opening.
1
-
-
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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 No. 29.95)
ii) 100 mm i/d
40
-
-
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ii) 150 mm i/d
215
-
-
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Providing and fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian type orissa or orya water water closet suite for sinking into floor, with raised foot treads complete with 100 mm HCI 'P' trap with or without vent as required and all other necessary fitting as fully described in item no. 30.1. (HSR No. 30.02)
a) Size 580mm (i) White.
6
-
-
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Providing and fixing in position best Indian make European type water closet suite with concealed 'P or 'S trap with or without vent (as approved by the Engineer-in-charge) and all other necessary fitting as fully described in item no. 30.3 above. (HSR No. 30.6)
(i) white
11
-
-
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Providing and fixing 15 liters capacity low level vitreous china ware cistern complete with flush bend all other necessary fitting instead of C.I high level cistern complete with fitting. (HSR No. 30.12)
(i) white
17
-
-
... More
Providing and fixing best indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid (HSR 30.13)
(i) white plastic seat (solid)
11
-
-
... More
Extra for providing and fixing 32 mm dia. G.I/C.P flush pipe complete with accessories. Instead of 32 mm dia galvnised telescopic flush pipe with clips (as required by the Engineer-in-charge) (HSR No. 30.15) (a) 32 mm G.I flush pipe
9
-
-
... More
Providing and fixing in position best indian make a range of two squattingurinals in vitreous chinaware with one no. 5 litres capacity G.I. automatic flushing cistern with fittings and flush pipe (HSR No. 30.34)
1
-
-
... More
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. White (HSR No. 30.41)
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.
550mmx400mm with one no. tap
14
-
-
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Providing & fixing in position best Indian make white lavatory suites (with full anti splash rim in vitreous chinaware and all other necessary fittings as fully described in item no. 30.41 above (HSR No. 30.42)
13
-
-
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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) (HSR No. 30.48)
27
-
-
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Providing and fixing in position best quality stainless steel sinks with complete fittings as fully described in utem no 30.51 above (HSR No. 30.53)
a) 600 mm x 450 mm x 200 mm
6
-
-
... More
Providing & fixing in position best indian make shower with 15 or 20 I/d in-let (HSR No. 30.66)
4
-
-
... More
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. (HSR No. 30.68)
a) 25mm dia C.P brass adjustable.
ii) 600mm long.
27
-
-
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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. (HSR No. 30.69)
c) Vitreous chinaware shelf 560mm long i) white.
27
-
-
... More
Providing and fixing in position best Indian make bevelled edge 5.5 mm 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. (HSR No. 30.71)
a) Indian make (I) 600mmx450mm
27
-
-
... More
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 No. 30.75)
(a) Bib cock long body
43
-
-
... More
(c) Bib cock
17
-
-
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Providing and fixing in position C.P brass stop cocks (as approved by the Engineer-in-Charge) (HSR No.30.76)
a) 15mm stop cock
i) Stop cock male and female end.
29
-
-
... More
ii) Concealed stop cock with flange
21
-
-
... More
Providing and fixing in position best indian make flexible tube connection (HSR No. 30.82)
b) C.P brass i) 15mmx300mm.
37
-
-
... More
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 No. 30.84)
100mm internal diameter
111
-
-
... More
75mm internal diameter
155
-
-
... More
Providing lead caulked joints to H.C.I pipes and specials conforming to I.S.I specification of E.L.C manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR No. 30.87)
100mm internal diameter (1.13kg)
48
-
-
... More
75mm internal diameter (0.91kg)
58
-
-
... More
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 No. 30.88)
For 100 mm internal diameter pipes
49
-
-
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For 75 mm internal diameter pipes
24
-
-
... More
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 No. 30.89)
b) With 75mm I/d outlet.
27
-
-
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Providing and fixing in position HCI 50 mm internal diameter outlet plain nahani trap ISI marked of the self cleaning design with CP brass hinged granting with frame weighting 6.80 kg each fixed complete as fully described in item no. 30.89 (HSR No. 30.9)
(a) with 50 mm i/d outlet plain Nahani trap
2
-
-
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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 condition but excluding cost of lead jointing (HSR No. 30.91)
(a) 100mm i/d pipes
(i) Heal rest bend
4
-
-
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(xiii) Bend with door
23
-
-
... More
(xvi) Cowls
4
-
-
... More
(xxii) Collars
34
-
-
... More
(xxiv) c) WC connection 300mm long
19
-
-
... More
(b) 75mm
(xiii) Bend with door
21
-
-
... More
(xiv) Bend Plain
20
-
-
... More
(xvii) cowls
1
-
-
... More
(xviii) Collars
32
-
-
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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 No. 30.114)
a) 100mm internal diameter S.W gully trap.
13
-
-
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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 No. 30.119)
1000 Ltr. Cap.
13
-
-
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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 No. 30.119)
1000 Ltr. Cap.
2
-
-
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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 including cutting threading. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (N.S)
15mm I/d
242
-
-
... More
20mm I/d
137
-
-
... More
25mm I/d
85
-
-
... More
40mm I/d
129
-
-
... More
Providing and fixing and jointing union couplings in G.I. and W.I. pipelines. (NS).
15mm I/d
58
-
-
... More
20mm I/d
33
-
-
... More
25mm I/d
16
-
-
... More
40mm I/d
18
-
-
... More
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. (NS).
15mm I/d
18
-
-
... More
20mm I/d
28
-
-
... More
25mm I/d
9
-
-
... More
40mm I/d
6
-
-
... More
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.
14.26
-
-
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