Public Health Engineering Department Tender
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Costs
EMD
₹ 2,43,540Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
New Banglagarh Pwss
Description
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Contact
Tender Id
2024_PHED_40682_1Tender No
SEPH/GC/TB-152/Vol-IV/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phe.assam.gov.in/
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Documents
BOQ Items
8.1.4Transportation of all store materials like pipes, strainer, cone, socket, clamp, bentonite etc. from Divisional Head Quarter to worksite to and fro including cost of P.O.L. all complete as directed.
(a) Upto 100.00 Km distance from Divisional H.Q.
40
-
-
8.1.5Transportation of air compressor from the Divisional Head Quarter to the drilling site with all accessories including cost of P.O.L. all complete as directed.
(a) Upto 100.00 Km distance from Divisional H.Q.
40
-
-
8.1.6Transportation of P.O.L. all complete as directed.
800
-
-
8.1.7Construction of temporary accommodation and low cost sanitary facility for drilling staff including cost of camp materials viz. cots, tables, chairs, utensils, dresses, safety helmets etc. and dismantling the accommodation after completion of the work all complete as directed.
1
-
-
8.1.8Providing water supply facilities at drilling site all complete as directed. (a) By installing 1 Nos. of Singur hand pump
1
-
-
8.3.1 Drilling with drill bit in overburden portion of soil formation including collection of soil sample at every 3.0 m depth wherever there is a change of strata in sample boxes with distinguishing marks upto the depth of rock formation and withdrawing the drill bit for lowering casing as directed with 245mm to 300 mmm dia drill bit
26
-
-
8.3.2 Casing / sinking / lowering of 200 mm dia MS pipe including cost of pipe and labour charge for casing, welding of joint by welding machine and sinking by drilling rig in portion all complete as directed by department.
26.6
-
-
8.3.3 Drilling with drilling rig using D.T.H. in all kinds of rock formation including collection of sample at every 3.0 m depth of boring or wherever there is a change of strata in sample boxes with distinguishing marks upto a required depth of boring along with breaking rock fracture for desired discharge, withdrawing drilling rod and finishing the borehole by ramming upto a reqired dia upto the bottom and washing the well as per direction of the department all complete including testing of yield and drawdown of SWL of the DTW in presence of Engineer / incharge with submission of all report and lithology of the well as directed by the department.
274
-
-
Analysis of Rate : Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department.
50
-
-
9.6.4 Labour charge for carrying providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed.
a) 65mm dia
1
-
-
M.P. 5.0 HP PUMPSET INCLUDING CABLE PANEL BOARD/CLAMP/BORE COVER/C.I ADUPTER/WIRE ROPE /PIPES & ETC. UPTO 30NOS PIPE
1
-
-
10.7.1 Labour charge for installation of Submersible pump set including supplying, carrying, fitting and fixing suction pipes of required length with G.I. Specials such as socket, bend, G.I. flange, M.S. Clamps and necessary jointing materials including commissioning and testing the pump but excluding only the cost of column pipe all complete as required as directed (upto 30.00m depth) (c) (i) 50 mm dia column pipe upto 30 m depth
1
-
-
10.7.1 Labour charge for installation of Submersible pump set including supplying, carrying, fitting and fixing suction pipes of required length with G.I. Specials such as socket, bend, G.I. flange, M.S. Clamps and necessary jointing materials including commissioning and testing the pump but excluding only the cost of column pipe all complete as required as directed (upto 30.00m depth) (c) (ii) 50 mm dia column pipe beyond 30.00m depth extra charges.
90
-
-
7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
7.1.3 Above 95 sq. mm and upto 185 sq. mm
108.43
-
-
2.8Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
12.86
-
-
4.20A Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20A.1 All works upto plinth level
4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum.
2.96
-
-
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
8.86
-
-
2.37 Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment).
29.17
-
-
2.36 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.
26.87
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.4 Hot rolled deformed bars
1050
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars
58.65
-
-
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
9.02
-
-
5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
11.48
-
-
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
44.87
-
-
4.3.2Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
73.84
-
-
5.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Column
4.91
-
-
5.2 Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fillets, columns,
pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and
reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources)
7.6
-
-
5.2 Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fillets, columns,
pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and
reinforcement :
5.2.2A 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured
sand derived from Recycled Concrete Aggregate (RCA) upto
20% : 3 graded stone aggregate 20 mm nominal size Recycled
Concrete Aggregate (RCA) upto 20%
1.63
-
-
13.2 15 mm cement plaster on the rough side of single or half brick wall of
mix :
13.2.1 1:4 (1 cement: 4 fine sand)
131.08
-
-
13.43 Applying one coat of water thinnable cement primer of approved brand
and manufacture on wall surface :
13.43.1 Water thinnable cement primer
61.7
-
-
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm
over and including priming coat of exterior primer applied
@ 2.20 kg/10 sqm)
61.7
-
-
9.48 Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat
with approved steel primer all complete.
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
131.85
-
-
13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared
and applied as per manufacturer's specifications including appropriate
priming coat, preparation of surface, etc. complete.
13.52.1 On steel work
10.99
-
-
9.1.1 Earth work in excavation for foundation trenches including refilling the quantity as necessary after completion of work of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50m lead and lift up to 1.50m all complete as directed including bailing out water where necessary.
(b) Blastic land, tillah soil, hard soil, soil mixed with moram gravel and boulders upto one man size
9
-
-
9.2.7 Labour charge for carrying and laying in position in trenches PVC pipes with specials in line& levels including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials and supplying the jointing materials such as cement lubricant after roughening the surface including the cost of jointing materials and testing the joints all complete as directed.
a) 63mm dia PVC pipe.
18
-
-
9.6.1 Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cap) C.I. reflux valve complete with supplying bolts and nuts and 3mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flange joints)
a) 150mm dia
5
-
-
9.6.4 Labour charge for carrying providing & fixing of Full way wheel valve of approved quality with supplying jointing materials all complete as directed.
a) 80mm dia
1
-
-
9.6.4 Labour charge for carrying providing & fixing of Full way wheel valve of approved quality with supplying jointing materials all complete as directed. b) 65mm dia
1
-
-
10.6.2 Making and Supplying of UPVC perforated laterals of 50mm dia and 60 cm long by making hole of 5mm dia at a spacing of 8 cm centre to centre in two lines at 60’ with the centre of the pipe and threading at both ends and supplying, fitting and fixing 40mm dia U.P.V.C. threaded End Plug at one end, the other end to be fitted with a UPVC threaded nipple of 75 mm long properly embedded in RCC cover slab all complete as directed.
2
-
-
4.20A Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
4.2.A.1 All works upto plinth level
4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum.
0.13
-
-
18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
1
-
-
10.2.2 Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed.
(a) Size from 2 mm to 6 mm
0.3
-
-
10.2.2 Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (b) Size from 7 mm to 12 mm
0.3
-
-
10.2.2 Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (c) Size from 13 mm to 25 mm
0.4
-
-
10.2.2 Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (d) Size from 25 mm to 32 mm
0.4
-
-
10.2.2 Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (e) Size from33 mm to 40 mm
0.4
-
-
10.2.2Supplying and placing of filter sand of hard and resistant quartz, uniform size and shape free from dust, clay, soft grains, dirt and any other foreign materials includind inorganic salt and organic substance, washed and screened. Having uniformity coefficient between 1.3 to 1.7, effective size between 0.45 to 0.70mm, ignition loss not exceeding 0.7% by weight, soluble fraction in Hydrochloric acid not exceeding by 5% by weight, silica content not less than 90%, specific gravity between 2.55 to 2.65, wearing loss less than 3% as per IS: 1419 (Part-I):1977 all complete as directed.
3
-
-
Cost of materials for internal connection between T.P & UGR including Back wash arrangement,Aeration arrangement etc.
1
-
-
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.
57.05
-
-
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
21.85
-
-
4.20A Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
4.20A.1 All works upto plinth level
4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum.
3.28
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.4Hot rolled deformed bars
2411.6
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars
6.6
-
-
4.3 Centering and shuttering including strutting, propping etc. and removal of form for
4.3.1Foundations, footings, bases of columns, etc. for mass concrete
12.12
-
-
4.3 Centering and shuttering including strutting, propping etc. and removal of form for
4.3.3Columns, Pillars, Piers, Abutments, Posts and Struts
4.68
-
-
5.9.5Lintels, beams, plinth beams, girders, bressumers and cantilevers
12.42
-
-
5.9.7Stairs, (excluding landings) except spiral-staircases
1.49
-
-
5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
28.28
-
-
5.9.13 Vertical and horizontal fins individually or forming box louvers
band, facias and eaves boards
45.78
-
-
5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
4.36
-
-
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
8.46
-
-
5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
4.82
-
-
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
360
-
-
13.1 12 mm cement plaster of mix :
13.1.1 1:4 (1 cement: 4 fine sand)
181.69
-
-
13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
165.59
-
-
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement primer Quantity same as above item=13.26
165.59
-
-
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
165.59
-
-
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
12.6
-
-
Supply, Installation, testing & commissioning of CHEMINJECT chemical Feed Pump (Vhemical Dosing Pump) of 6 ltr. Capacity .@ 6 Kg/cm2 complete with PVC solution tank, mixing container & electrical wiring with panel board, fitting & fixing at site with suction and discharge tubing.
1
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.4 Hot rolled deformed bars.
130.24
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.4Mild steel and Medium Tensile bars (6mm dia stirrup)
49.1
-
-
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
64.47
-
-
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels,beams,plinth beams, girders, bressumers and cantilevers
12.88
-
-
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.19 Weather shade,Chajjas,Corbels etc.including edges
5.69
-
-
5.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
1.29
-
-
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
3.71
-
-
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
332.94
-
-
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
24.69
-
-
9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
9.1.2 Sal wood
0.14
-
-
9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)
9.5.1 Second class teak wood
9.5.1.1 35 mm thick shutters
4.49
-
-
12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete:
12.13.5 Barge boards
19.2
-
-
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
42
-
-
11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
11.3.1 40 mm thick with 20 mm nominal size stone aggregate
11.17
-
-
13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.1 1:4 (1 cement: 4 fine sand)
75.19
-
-
11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick
5.61
-
-
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement primer
75.19
-
-
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
75.19
-
-
13.5 Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
12.02
-
-
13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
13.52.1 On steel work
3.24
-
-
9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
9.96.1 300x16 mm
1
-
-
9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
9.97.4 150x10 mm
10
-
-
9.100 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
9.100.1 125mm
5
-
-
AOR:Providing, Supplying, fitting, fixing, testing & commissiong of 3 HP three Phase Centrifugal monoblock pump set (Crompton Greaves/ Aquatic/ CRI/ V-Guard make) 2900 rpm A class insulation with Star delta Starter ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make) Fully Automatic citation including carriage of pump, Motor & other accessories to the site as directed by the Department.
2
-
-
AOR:Construction of CC works i.e. Foundation of the Pump set with base plate complete as directed.
1
-
-
AOR: Electric Contorl panel board made of MS sheet duly painted with Anti-corrossive paints complete fitted with all electrical accessories i.e. Off-On switch, Volmeter, Ameter, Indicator light etc.
1
-
-
AOR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department.
100 mm dia
40
-
-
9.6.1 Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cap) C.I. reflux valve complete with supplying bolts and nuts and 3mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flange joints)
1
-
-
18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
1
-
-
N/S:Construction of 16 M MS staging ESR with GRP tanks (Conformint to 1:5 14399 (part 1&2) 1996 & IS 4249 1967) installed over it including & providing, fitting, fixing the base sheets as per the design and testing for leakage, inserting inlet, outlet, overflow, vent, wash pipe, aviation light, lightening arrestor etc all complete as per direction of the engineerincharge. 3000 litres 8ton/sq.m
1
-
-
AOR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department.
a) 63 mm dia UPVC Pipe
1500
-
-
AOR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. b) 75 mm dia UPVC Pipe
1400
-
-
AOR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. c) 90 mm dia UPVC Pipe
800
-
-
AOR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. e) 110 mm dia UPVC Pipe
300
-
-
AOR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. a) 100 mm dia
60
-
-
AOR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. b) 80 mm dia
100
-
-
AOR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. c) 65 mm dia
100
-
-
AOR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. d) 50 mm dia
100
-
-
9.6.1 Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cap) C.I. reflux valve complete with supplying bolts and nuts and 3mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flange joints)
a) 100mm dia
2
-
-
9.6.1 Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cap) C.I. reflux valve complete with supplying bolts and nuts and 3mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flange joints)
a) 80mm dia
3
-
-
9.6.6 Labour charge for carrying fitting-fixing C.I. double Acting Air valve complete with nuts & bolts 3mm thick rubber insertion sheet etc. all complete as directed
a) 25mm dia
2
-
-
18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
5
-
-
6.3.15 Cost C.I. sluice valve and G.M. full way valve
CI D/F SLUICE VALVE WITH CAP/ WHEEL (Best quality)
a) 100mm dia
2
-
-
6.3.15 Cost C.I. sluice valve and G.M. full way valve
CI D/F SLUICE VALVE WITH CAP/ WHEEL (Best quality)
a) 80mm dia
3
-
-
6.3.1Bronze/ Gunmetal Full Way Valve (Zoloto or Equivalent)
(f) 50mm
2
-
-
6.3.1Bronze/ Gunmetal Full Way Valve (Zoloto or Equivalent)
(g) 65mm
2
-
-
6.3.12C.I. single Air Release Valve as per IS : 14845/2000
(b) 25mm
2
-
-
15.58 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
39.55
-
-
16.12Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
527.39
-
-
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3A 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%)
52.74
-
-
N.S. Provisional estimate for power connection from ASEB pole to Box system Panel Board including providing necessary accessories such as cable, starter, D.B. Box, cable etc. all complete as directed by the ASEB personal at New Banglagarh PWSS
1
-
-
2.38 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
Total Reduced 20%
563.2
-
-
2.8Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1All kinds of soil.
17.64
-
-
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
34.92
-
-
4.20A Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
4.20A.1 All works upto plinth level
4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum.
2.62
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.4Hot rolled deformed bars
301.57
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.1Mild steel and Medium Tensile steel bars
143.53
-
-
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
8.5
-
-
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
23.4
-
-
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
26.64
-
-
5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
7.43
-
-
5.3 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1.57
-
-
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in superstructure above plinth level and upto floor level.
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
9.5
-
-
6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level.
91.2
-
-
13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.1 1:4 (1 cement: 4 fine sand)
199.7
-
-
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement primer
Quantity same as above item=13.26
199.7
-
-
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 s
Quantity same as above item=13.26
199.7
-
-
10.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer
5.1
-
-
13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
13.52.1 On steel work
3.6
-
-
1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required
1.1.1 Group A
6
-
-
1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required 1.1.2 Group B
4
-
-
1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required
1.1.3 Group C
2
-
-
1.2 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
2
-
-
1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
1.3.1Group A
2
-
-
1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
1.3.2 Group B
1
-
-
1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
1.3.3Group C
1
-
-
1.55 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.
1.55.1 Group A
3
-
-
1.55 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.
1.55.2 Group B
2
-
-
1.55 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.
1.55.3 Group C
2
-
-
7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
7.1.1 Upto 35 sq. mm
20
-
-
7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
7.1.2 Above 35 sq. mm and upto 95sq. mm
12
-
-
7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
7.1.3 Above 95 sq. mm and upto 185 sq. mm
10
-
-
1.6 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
12
-
-
1.35 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.
4
-
-
1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
4
-
-
19.1 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
1
-
-
5.3 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) as required.
1
-
-
15.4 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 15.4.3 3 output (1output per phase) and suitable for three phase supply
2
-
-
16.79 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
29
-
-
16.80 Construction of Sub-grade and earthen shoulders with approved Construction of dry lean cement concrete sub base over a preparedsub-grade with coarse and fine aggregate conforming to IS:383, 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 specifications, 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 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge. (a)Using Grading I material
17.24
-
-
AOR: Detailed surveying for commissioning including cost of materials, labours of higher charge of dump[y level etc.
1
-
-
3.1 HEAVY DUTY PIPE WRENCH IS : 4003 PART-II 1986
(d) 350 mm long suitable for 50mm pipe
2
-
-
3.1 HEAVY DUTY PIPE WRENCH IS : 4003 PART-II 1986
(e) 450 mm long suitable for 65mm pipe
2
-
-
3.1 HEAVY DUTY PIPE WRENCH IS : 4003 PART-II 1986
(f) 600 mm long suitable for 75mm pipe
2
-
-
3.2 CHAIN PIPE WRENCH IS : 4123 1986
(a) 900 mm long suitable for 100mm pipe
1
-
-
3.2 CHAIN PIPE WRENCH IS : 4123 1986 (b) 1000 mm long suitable for 150mm pipe
1
-
-
3.3 MISCELENEOUS TOOLS
(a) Connector Screw Driver 901 (Taparia)
1
-
-
3.3 MISCELENEOUS TOOLS
(b) 200mm Screw Driver 825 (Taparia)
1
-
-
3.3 MISCELENEOUS TOOLS
(c) 300mm Screw Driver 829 (Taparia)
1
-
-
3.3 MISCELENEOUS TOOLS
(d) 400mm Screw Driver 930 (Taparia)
1
-
-
3.3 MISCELENEOUS TOOLS
(g) Hacksaw Frame with Blade
1
-
-
2.1(bb) Table
1
-
-
2.1(ay) Chair
4
-
-
N.S. Trial Run of scheme including training and maintenance of staff under Hajongbori No-I PWSS
1
-
-
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
34.59
-
-
4.20A Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
4.20A.1 All works upto plinth leve
4.20A.1.1Concrete of M10 grade with minimum cement content of 220 kg /cum.l
3.46
-
-
13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand)
34.59
-
-
26.17 Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 gsm andtensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensilestrength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.
20.25
-
-
DAR: Supply, Fabrication, Installation, painting and lettering complete etc. of Sign Board as per drawing enclosed including supplying all necessary materials, earth work in excavation, C.C. works etc. all complete as directed by the Deptt.
3.13
-
-
N/S: Construction of Functional Household Tap Connection including earthwork in excavation for pipe line (both for connection in distribution line and service connection) and refilling, dressing etc., providing PVC Saddle Piece of average size 110 mm x 15 mm (i.e. ranging from 63mm to 140mm) and make Supreme or equivalent, making holes in the distribution pipe, providing 15 mm dia bronze ferrule cock (PN-16) conforming to IS:2692 (1989) as ammended and make Zoloto or equivalent, connecting it to the saddle piece, providing and fixing 3 layer (Outer green / GREY coloured UV Stabilised, middle black coloured UV Stabilised and inermost layer white coloured with antimicrobial property) Fusion welded PP- R ( Poly propylene-random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply conforming IS 15801-2008 of length 10m from saddle piece to the tap point ( pipes of make SFMC/ FUSION/Wetflow,Kisan brand or other brand of equivalent quality and PN-16 Pipe,20 mm OD,SDR-7.4) including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cutting and making good to the damages, including all taxes and duties as applicable and including the cost of all required labour and materials as directed and specified. The item also inludes construction and installation of R.C.C Hydrant Pillar of size 100mm x 100 mm , height 1200 mm with 6 mm dia bar embeded to RCC Post in proportion 1:1.5:3 with 4 nos 10 mm dia main and 6 mm dia stirrup @ 150 C/c and fixing 15 mm dia PPR pipe to the hydrant, with 6 mm rings embedded in concrete for anchoring inclusive of cost of transportation to site and also supplying fitting and fixing PVC Bib cock all complete as directed and specified. Approved good for construction drawing will be issued by the deptt.
1
-
-
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
8.7
-
-
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 16.12.1 Septic tank
6
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.4 Hot rolled deformed bars
48.73
-
-
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars
9.57
-
-
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
10.88
-
-
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
1.8
-
-
5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
0.63
-
-
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
4.02
-
-
6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level.
15.05
-
-
2.37 Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment).
0.9
-
-
11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
11.3.1 40 mm thick with 20 mm nominal size stone aggregate
2
-
-
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
15.14.1 Of sectional area 40 square centimetres and above
48
-
-
21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
5.8
-
-
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.1.2 0.80 mm thick with zinc coating not less than 275 gm/m²
6.13
-
-
13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.1 1:4 (1 cement: 4 fine sand)
24.44
-
-
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement primer
24.44
-
-
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
24.44
-
-
9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
9.66.1 125 mm
1.8
-
-
9.64 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete.
9.66.1 125 mm
1
-
-
8634 Poly propylene- Random - Co - Polymer (PPR) pipes PN-10
(SDR 11) - 110 mm Outer dia
1
-
-
3634 S.C.I. S&S heel rest sanitary bend 100 mm dia
1
-
-
2898 HDPE Pipe Coupler 120 mm dia
1
-
-
AOR: Supplying with all necessary materials including Labour charge for making bore hole of 250/200/150/100 mm dia horizontally for laying of distribution G.I. Pipeline boring minimum 1.00m below the side bam without distributing the traffic at busy PWD road (by hand boring) and withdrawing the drilling pipe for inserting different dia G.I. pipe including cutting, threading & fitting & fixing of G.I. pipe all complete & commissioning including collecting of boring tools & other boring materials as per direction of the Deptt.
a) 100 mm dia
12
-
-
AOR: Supplying with all necessary materials including Labour charge for making bore hole of 250/200/150/100 mm dia horizontally for laying of distribution G.I. Pipeline boring minimum 1.00m below the side bam without distributing the traffic at busy PWD road (by hand boring) and withdrawing the drilling pipe for inserting different dia G.I. pipe including cutting, threading & fitting & fixing of G.I. pipe all complete & commissioning including collecting of boring tools & other boring materials as per direction of the Deptt.
b) 80 mm dia
12
-
-
AOR: Supplying with all necessary materials including Labour charge for making bore hole of 250/200/150/100 mm dia horizontally for laying of distribution G.I. Pipeline boring minimum 1.00m below the side bam without distributing the traffic at busy PWD road (by hand boring) and withdrawing the drilling pipe for inserting different dia G.I. pipe including cutting, threading & fitting & fixing of G.I. pipe all complete & commissioning including collecting of boring tools & other boring materials as per direction of the Deptt.
c) 65 mm dia
16.2
-
-
Sub Soil Investigation
1
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-
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