Public Works Department Tender
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Costs
EMD
₹ 3,68,925Document Cost
₹ 8,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_737582_1Tender No
50/CE/PWD(DWS)/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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
All kinds of Soil
7.65
1772
231.6
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.45
530
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
All work upto plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
0.45
4183
9295.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
All work upto plinth level:
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone
aggregate 20 mm nominal size)
1.4
16843
12073.8
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
178.64
18561
103.9
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
0.36
4790
13305.8
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
110.25
11455
103.9
G.I barbed wire fencing 1.8 m high
Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner postshall be strutted on both sides and end post on one sideonly and provided with 12 horizontal lines and 2 diagonalsinterwoven with horizontal wires, fixed with GI staples, turnbuckles etc complete as per MoRT&H Technical Specification clause 808.
260
171522
659.7
Centering shuttering including struttings, propping etc. and removal of form work for:Columns, piers, abutments, pillaras, posts and struts wooden plank
8.4
4788
570
12 mm cement plaster of mix
Cement mortar 1:4 (1 cement : 4 fine sand)
6
1345
224.2
Neat cement punning.
1.2
68
56.8
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
Water thinnable cement primer
4.8
231
48.1
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.84 kg/10 sqm)
4.8
376
78.3
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:-
In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
250.55
35653
142.3
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content [Payment shall be made after submission of Test Certificate issued by the Manufacturer].
With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre
12
572
47.7
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
12
1630
135.8
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
-All kinds of soil
5.1
823
161.3
First class brick work in foundation and plinth including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.2
11814
9845.2
Half brick masonry work with the first class brick work in superstructure a upto floor-five level including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5.4
8281
1533.5
Raw Water Pump House, Electrical works
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
Earth Cutting For Sump Pump House
101.31
18226
179.9
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.
-All kinds of soil
22.93
5311
231.6
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
7.64
1233
161.3
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
3.89
4584
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
3.92
36476
9295.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
15.62
219805
14075.6
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.27
35159
15502.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies,
shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.68
26512
15780.9
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate
20 mm nominal size)
0.47
6246
13204.3
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
6.3.3) In cement mortar 1:4 (1 cement : 4 fine sand ).
44.1
67627
1533.5
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
11.04
9873
894.3
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
2417.35
251163
103.9
Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
703.68
73112
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
6
2003
333.9
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
19.6
7664
391
Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. using shuttering ply
67.2
33338
496.1
Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
16.32
9302
570
Weather shade, Chajjas, corbels etc., including edges
2.74
1455
531.3
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
72.9
16344
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
77.75
20263
260.6
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
17.3
3048
176.2
Neat cement punning.
32.61
1852
56.8
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
10.5.1) 40mm thick.
13.5
8293
614.3
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete.
10.13.1) 18 mm thick
14.6
6624
453.7
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
985
103.9
Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
100
10720
107.2
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
8.46.1) Fixed to steel windows by welding
25
4038
161.5
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset
plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces
5.76
27139
4711.7
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
140
20468
146.2
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 and 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.
11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
26.95
32486
1205.4
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
Water thinnable cement primer
49.28
2370
48.1
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture
[Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer
applied @ 2.20 kg/10 sqm)
61.34
9870
160.9
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer] Two Coats
49.28
3183
64.6
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall
be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work
38.42
4107
106.9
12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) Raised Band
8
44
5.5
Lettering with black japan paint of approved brand and manufacture on new work. [ Payment shall be made after submission of test certificate issued by the manufacturer ]
1000
3600
3.6
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge..
1
9372
9372.4
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.
i) 10 sqmm
50
13495
269.9
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
ii) 25 HP/18.5 kw Relay range within 13-21 + 10%
2
35053
17526.7
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.
i) 63 amps
1
6124
6123.6
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.
Iv) 63-80 Amps
1
5263
5263
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1135
1135.3
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1965
1964.8
Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
1
268
267.5
Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i). 5-15 kVAr 440 V
1
749
749
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23656
23655.9
Providing & fitting, fixing of 5000/23 (GPH/M3/Hr) capacity of 45-60 mtr head of horizontal split case centifugal pump & accessories of "Mathur & Platt"/kirloskar along with KEC/BCH/SEMINS /CROMPTON / KIRLOSKAR make motor of 7.5 KW/10 HP, TEFC sq cage 1500/2900 FPM (syn) 3 phase 415 + 10% volt 50 hz, Ac supply case "F" insulation IP-55 protection Horizantal foot mounted induction motor as per IS-325, 1987, Suction & Delivery Dia 65 X 50 mm in/c making RCC base ( Cost of RCC Base will be paid Separately) for fitting fixing of pump motor set complete at site of work as per direction of the Engin- in charge
2
145286
72643
RCC TRAY AERATOR (5000 GPH Capacity)
-
-
-
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.
-All kinds of soil
9.13
2115
231.6
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.51
600
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 well burnt brick aggregate
40 mm nominal size)
2.26
21018
9295.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.8
25308
14075.6
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.87
13440
15502.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
2.19
34529
15780.9
Centering shuttering including struttings, propping etc. and removal of form work for:
4.4.1 Foundations, footings, bases for columns.
1.2
364
303.1
Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
3.5
1169
333.9
5.8.6.4 Circular Columns with ply shutters
4.81
3392
705.2
5.9.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
17.52
12781
729.5
5.9.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
11.72
5814
496.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all
complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
260
27014
103.9
Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all
complete above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
520
54028
103.9
6 mm cement plaster of mix :
12.4.1 Cement mortar 1:3 (1 cement : 3 fine sand)
45.49
8447
185.7
Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment
shall be made after submission of Test Certificate issued by the Manufacturer] :
12.40.1 New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
33.89
9130
269.4
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not
exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
upto 1.5 m.
All kinds of soil
6.13
989
161.3
Providing and fixing G.I. pipes of medium class as per IS :
1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good thewalls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
A) External work.
xi). 150 mm dia. nominal bore
12
23178
1931.5
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
xi). 150 mm dia
2
4950
2474.9
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
iv). 150 mm dia
A) PN - 1.6
2
16477
8238.6
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
iv). 150 mm nominal bore
1
11208
11207.6
Excavating trenches of required width for pipes, cables etc.
including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -charge
B) For G.I. / C.I. / D.I. pipes in new work
a) In all kinds of soil
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
52
6958
133.8
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
ii. 100 mm dia Ductile Iron Class K-7 pipes.
22
40944
1861.1
iv. 150 mm dia Ductile Iron Class K-7 pipes.
30
78060
2602
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
ii). 100 mm dia
8
750
93.7
iv). 150 mm dia
8
1156
144.5
Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
A) D.I. all socketted Bend 90 degree
iii) 150 mm dia
2
6990
3495
B). D.I. all socketted Bend 45 degree
iii) 150 mm dia
2
6837
3418.5
I). D.I. Double Socketted tapper
150 x 125/100 mm dia
1
2738
2738.3
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer -in - charge.
ii) 150 mm dia
7
1296
185.2
iv) 100 mm dia
7
692
98.8
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top
diameter, 160 mm bottom diameter and 190 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 ) 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 :
A). With Second Class bricks
1
20433
20432.9
Construction of 30000 gallon capacity semi under ground reservoir cum sedimentation tankSedimentation Tank .
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil
120.63
21701
179.9
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. -All kinds of soil
4
926
231.6
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
41.54
6700
161.3
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
7.54
8876
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
6.64
61761
9295.7
4.1.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
4.25
48307
11355.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
20.89
294067
14075.6
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
17.99
278916
15502.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
7.48
118073
15780.9
Centering shuttering including struttings, propping etc. and removal of form work for:
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
8.96
3593
401.2
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
199.61
99029
496.1
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
28.38
20703
729.5
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
19.41
7587
391
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
3307.12
343610
103.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
4010.55
416696
103.9
First class brick work in foundation and plinth including cost of all materials as required complete
6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.48
14581
9845.2
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10.17
15596
1533.5
6 mm cement plaster of mix :
12.4.1) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
210.4
37073
176.2
Neat cement punning.
210.4
11951
56.8
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-
9.16.3 G.I.pipes
366.66
63432
173
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge
i). 150 mm dia
A. PN-16
2
16477
8238.6
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
698.62
54283
77.7
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
A). External work
i) 100 mm dia nominal bore
12
17597
1466.4
ii) 150 mm dia nominal bore
6
11589
1931.5
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
35.8
32012
894.3
Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
100
10720
107.2
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
i)150 mm dia ductile iron class K - 7 pipes
18
46836
2602
ii) 200 mm dia ductile iron class K - 7 pipes
12
40183
3348.6
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i)150 mm dia
4
578
144.5
ii) 200 mm dia
2
440
220.1
Construction of HRF / SSF (5000 litre/hr capacity)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil
129.42
23283
179.9
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All kinds of soil
86.28
13917
161.3
Supplying and filling in plinth, under floor, foundations etc. With sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
10.68
12574
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
13.93
129489
9295.7
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
958
74437
77.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
All work upto plinth level:
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
21.35
300514
14075.6
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
36.75
569706
15502.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
i) 1:1:2 ( 1 Cement: 1fine sand : 2 graded stone aggregate 20 mm nominal size)
1.49
23514
15780.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all
complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
3351.95
348268
103.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all
complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
5869.75
609867
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
i) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
13.92
5585
401.2
ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
347.71
172499
496.1
iii) Suspended floors, roofs, landings, balconies and access
platform with 12 mm thick shuttering ply
13.82
10082
729.5
12 mm cement plaster of mix
Cement mortar 1 : 4 (1 cement : 4 fine sand)
396.3
88850
224.2
Neat cement punning.
396.3
22510
56.8
First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.58
5710
9845.2
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer usingsteel etc. complete as required:-
In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
187.96
26747
142.3
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required
G.I.pipes.
333.61
57714
173
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 find : 6 graded well burnt brick aggregate 200 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
23
20564
894.3
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. B. For G.I. / C.I. / D.I. pipes in new work
a. In all kinds of soil
ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
50
6690
133.8
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. ii). 100 mm dia
30
55833
1861.1
Charges for push-on ( Tyton ) joints to centrifugually ( Spun )
cast iron pipes or ductile iron pipes including testing of joints
and including the cost of rubber gasket as per CPWD
specification and direction of the Engineer - in - charge.
ii). 100 mm dia
5
469
93.7
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
A. D.I. all socketted Bend 90 degree
ii. 100 mm dia
4
8669
2167.3
F. D.I. all socketted tee
iii. 100 x 100 x 100 mm dia
10
29633
2963.3
J. D.I. Flanged Socketted tail piece
ii. 100 mm dia
10
18612
1861.2
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in -charge.
ii. 100mm dia
20
1976
98.8
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
ix. 100mm dia
3
2231
743.8
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if
required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
ii. 100mm dia
A. PN-1.6
12
66733
5561.1
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A. External work. i) 100 mm dia nominal bore
12
17597
1466.4
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
ix. 100 x 100 x 100 mm dia
2
2450
1225.1
Providing 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 as required
250
27400
109.6
Providing, fixing and laying ASTM-D 1785 PVC pipe SCH-80 in the filter bed includin testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
100 mm dia
36
38199
1061.08
Labour charge for making 10 mm dia perforation in 90/110/140 mm dia UPC/ASTM pipes in staggeed manner @ 20 nos nos/ meter as per direction of Engineer-in-charge.
36
2044
56.78
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. i. 100 mm dia
20
11208
560.4
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
vi. 110 x 110 mm dia
10
5804
580.4
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2)
ii. 110 mm OD
6
2233
372.1
2.3.Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
ii. 110 mm dia
1
175
174.6
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
xxv. 100 x 100 x 40 mm dia
1
1131
1130.8
Providing and placing selected sand from Local quarry ( Manu Area ) including spreading at site as per specification and direction of the Engineer - In - Charge.
50
105400
2108
Providing and placing filter gravel having effective size of 3.00 mm to 25 mm and uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, west bengal as per specification and the direction of engineer-in-charge.
47.5
1331819
28038.3
Clear Water Tank (30,000 Gallon capacity ) with pump house and pumping arrangement
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
130.02
30114
231.6
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
8.16
9607
1177.3
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
'-All kinds of soil
86.68
13982
161.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
6.88
63992
9295.7
First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:6 ( 1 cement : 6 fine sand ).
0.17
1618
9515.2
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
16.73
235443
14075.6
Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
2626.13
272855
103.9
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
20.51
317919
15502.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
11.94
188487
15780.9
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.16
2086
13204.3
Centering shuttering including struttings, propping etc. and removal of form work for:
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
11.38
4564
401.2
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
148.71
73773
496.1
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and
cantilevers with wooden plank
37.85
14799
391
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
90.02
65669
729.5
5.8.4.1) Suspended floors, roofs, landings, balconies and access
platform with timber planks
2.47
1425
577.1
Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
5119.77
531944
103.9
6 mm cement plaster of mix
i) cement mortar 1 : 3 ( 1 cement : 3 fine sand )
510.55
94809
185.7
i) cement mortar 1 : 4 ( 1 cement : 4 fine sand )
50
8810
176.2
Providing 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 as required.
910
99736
109.6
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.84 kg/10 sqm)
172.64
13518
78.3
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
150
24135
160.9
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
Two or more coats on new work
156.37
16716
106.9
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work. xi). 150 mm dia. nominal bore
12
23178
1931.5
ix) 100 mm dia. Nominal bore
12
17597
1466.4
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
ix) 100 mm dia.
1
2148
2147.8
xi). 150 mm dia
1
2475
2474.9
Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
i). 150 mm dia
2
1177
588.4
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
v). 150 mm dia.
A) PN - 1.6
1
8239
8238.6
Neat cement punning.
50
2840
56.8
Semi Reflective traffic signs direction and place identification signs more than 0.90 sqm sign board.
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with reflective border of 70 mm\ width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 2 Nos. 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 1701.
4.32
23079
5342.3
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
46.17
70800
1533.5
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset
plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks
& eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces Door & Windows
5.76
27139
4711.7
8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.
30
5091
169.7
8.51 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)
14
2661
190.1
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all complete as per direction of Engineer-in-charge.
40 mm thick with 20 mm well burnt brick aggregate
13.77
8226
597.4
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete
10.13.1) 18 mm thick
5.22
2368
453.7
12 mm cement plaster of mix
Cement mortar 1 : 4 ( 1 cement : 4 fine sand )
89.64
20097
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
Cement mortar 1 : 4 ( 1 cement : 4 fine sand )
109.37
28502
260.6
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge
1
9372
9372.4
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 and 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.
11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
26.95
32486
1205.4
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
Truss 50 mm dia
174.27
25478
146.2
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge
vii. 10 sqmm
50
13495
269.9
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge
1
1135
1135.3
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge
1
1965
1964.8
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
ii. 25 HP/18.5 kw Relay range within 13-21 + 10%
1
17527
17526.7
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge
iii. 63 amps
1
6124
6123.6
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
ii. for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23656
23655.9
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
220.45
17129
77.7
Providing and installation of SUBMERSIBLE PUMPS with suitable motor of 4301pm/5500GPH, Discharge head 130mtr, 3 Phase 415 V+6%-15% 25HP/18.5KW upto the required depth complete with rubber washer nuts and bolts etc. as per required size and making neccesary electrical connection with main switch/starter with motor in/c commissioning and trial run as per direction of 1 (one) the Engineer-in-charge(Pump motor set with cable will be arranged by the agency and required GI Column pipe of medium class for column assembly will be paid seperately.
1
145320
145320
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 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 ) 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 :
A). With Second Class bricks
1
20433
20432.9
Clear Water Tank (30,000 Gallon capacity ) for distribution with rest cum storage house
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
130.02
30114
231.6
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
8.16
9607
1177.3
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.'-All kinds of soil
86.68
13982
161.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
6.88
63992
9295.7
First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:6 ( 1 cement : 6 fine sand ).
0.17
1618
9515.2
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
16.73
235443
14075.6
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
2626.13
272855
103.9
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
20.51
317919
15502.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
11.94
188487
15780.9
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate
20 mm nominal size)
0.16
2086
13204.3
Centering shuttering including struttings, propping etc. and removal of form work for:
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
11.38
4564
401.2
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
148.71
73773
496.1
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
37.85
14799
391
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
90.02
65669
729.5
5.8.4.1) Suspended floors, roofs, landings, balconies and access platform with timber planks
2.47
1425
577.1
Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or
more
5119.77
531944
103.9
6 mm cement plaster of mix
i) cement mortar 1 : 3 ( 1 cement : 3 fine sand )
510.55
94809
185.7
ii) cement mortar 1 : 4 ( 1 cement : 4 fine sand )
50
8810
176.2
Providing 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 as required.
350.12
38373
109.6
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.84 kg/10 sqm)
150
11745
78.3
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
151.23
24333
160.9
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
Two or more coats on new work
156.37
16716
106.9
Providing and fixing G.I. pipes of medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work. xi). 150 mm dia. nominal bore
6
11589
1931.5
ix) 100 mm dia. Nominal bore
6
8798
1466.4
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
ix) 100 mm dia.
1
2148
2147.8
xi). 150 mm dia
1
2475
2474.9
Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
i). 150 mm dia
2
1177
588.4
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
v). 150 mm dia.
A) PN - 1.6
1
8239
8238.6
Neat cement punning.
50
2840
56.8
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
46.17
70800
1533.5
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset
plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks
& eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces
Door & Windows
5.76
27139
4711.7
8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.
30
5091
169.7
8.51 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)
14
2661
190.1
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all complete as per direction of Engineer-in-charge.
40 mm thick with 20 mm well burnt brick aggregate
13.77
8226
597.4
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete
10.13.1) 18 mm thick
5.22
2368
453.7
15 mm cement plaster on the rough side of single or half brick wall of mix:
Cement mortar 1 : 4 ( 1 cement : 4 fine sand )
109.37
28502
260.6
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 and 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.
11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
26.95
32486
1205.4
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
Truss 50 mm dia
174.27
25478
146.2
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
224.56
17448
77.7
Providing and Laying of CI/DI/GI/UPVC pipe (rising line & distribution line).
-
-
-
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A. For UPVC pipes in new work a). In all kinds of soil
i. For pipes not exceeding 90 mm dia
5500
481800
87.6
ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2800
297920
106.4
B). For G.I. / C.I. / D.I. pipes in new work
a). In all kinds of soil
i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
50
6690
133.8
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
A) Class - 3 ( working pressure 6.0 kg / cm2)
i) 40 mm.
500
44900
89.8
i) 50 mm.
1000
112800
112.8
iv) 90 mm OD
4500
1221300
271.4
v) 110 mm OD
2000
744200
372.1
v) 140 mm OD
800
490240
612.8
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
iv) 50 mm dia
66
21932
332.3
v) 65 mm dia
32
12339
385.6
vi) 80 mm dia
32
14093
440.4
vi) 100 mm dia
100
49530
495.3
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
i) 15 mm dia. Nominal bore
50
12700
254
iii) 40 mm dia nominal bore
100
54910
549.1
iv) 50 mm dia nominal bore
200
130780
653.9
v) 65 mm dia nominal bore ( CD/ Culvert/ Nalla etc )
100
83000
830
vi) 80 mm dia nominal bore ( Road / Bridge Crossing )
100
102190
1021.9
vi) 100 mm dia nominal bore ( Raw Water Pipeline )
300
439920
1466.4
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
v) 50 mm dia
5
950
190
v) 90 mm dia
25
7468
298.7
v) 110 mm dia
25
8910
356.4
v) 140 mm dia
25
11670
466.8
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
90 mm dia
8
1190
148.7
50 mm dia
4
408
102
110 mm dia
4
698
174.6
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement
conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
50 x 50 mm dia
8
2100
262.5
90 x 90 mm dia
8
2818
352.2
110 x 110 mm dia
8
4643
580.4
140 x 140 mm dia
8
6544
818
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
iv) 110 x 90 mm dia
8
2569
321.1
iv) 140 x 90 mm dia
8
3166
395.7
iv) 140 x 110 mm dia
8
3414
426.8
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
i. 100 mm dia Ductile Iron Class K-7 pipes
50
93055
1861.1
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of jointsand including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
ii) 100 mm dia
72
6746
93.7
Charges for cutting C.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
ii) 100 mm dia
10
988
98.8
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
A) D.I. all socketted Bend 90 degree
iii) 100 mm dia
4
8669
2167.3
B). D.I. all socketted Bend 45 degree
iii) 100 mm dia
4
8323
2080.7
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge A. PN-1.6
(i) 80 mm dia.
3
12959
4319.7
(ii) 100 mm dia.
5
27806
5561.1
Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc.complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ). i) 100 mm dia.
2
20635
10317.3
Providing and fixing C.I. non-return valve of approvedquality as per CPWD specification and direction of the
Engineer - in - charge. ii) 100 mm nominal bore
2
15010
7504.9
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in -charge. a) 15 mm nominal bore
132
14573
110.4
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
i) 15 mm Nominal bore
132
17292
131
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1000 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A. For UPVC pipes in new work a). In all kinds of soil
i. For pipes not exceeding 40 mm dia
500
19600
39.2
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately).
i) 15 mm dia
1000
57300
57.3
i) 25 mm dia
500
37350
74.7
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
132
10375
78.6
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge. a) 10 mm nominal bore.
132
47309
358.4
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
110 mm dia with 15 mm dia opening
26
13733
528.2
90 mm dia with 15 mm dia opening
32
14326
447.7
140 mm dia with 15 mm dia opening
26
15332
589.7
50 mm dia with 15 mm dia opening
25
9618
384.7
40 mm dia with 15 mm dia opening
23
8342
362.7
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. 15 mm dia 225 mm long
132
9847
74.6
15 mm dia 75 mm long
132
8461
64.1
Providing & installation of necessary arrangement of disinfection of clear water by clorination through metering pump in/c all necessary equitments complete as per specification and direction of the Engineer-in-charge(1 no. metering pumpwith motor 0.3 to 30 Iph capacity of swellore/milton ray/toscon jesco make 1 no. 50 ltr. capacity SS solution tank of 5 mm shell thickness with 6 mm bottom plate, 1 no DOL Motor starter of L & T /BCH make 3 phase,50 hz,415 volt,10 meter PP-R pipe PN-16,50 mm dia N8,4 kg of sodium hypochloridesolution etc. complete will be supplied by the agency at his own cost & risk.
1
56680
56680
Providing and fixing G.I. Full way valve as per CPWDspecification and direction of the Engineer - in - charge.
iv) 50 mm dia
5
2621
524.2
vi) 40 mm dia
5
2352
470.4
vi) 80 mm dia
3
2025
675.1
Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)
Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching Nominal mix 1:3:6
1.62
15261
9420.5
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
187.35
19466
103.9
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