Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date14 Jun 2023
Closing Date4 Jul 2023
Tender Amount₹ 1,37,00,501
Costs
EMD
₹ 2,74,010Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CEDWS_39332_1Bid Award Id
ViewTender No
02/SE/DWSC/UDP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
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
142.08
24083
169.5
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
251.54
30260
120.3
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.
31.22
27703
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
-
-
-
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size)
151.15
1437822
9512.3
ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
4.35
45486
10456.6
iii)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
1.5
16010
10673.5
iv) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
0.77
6177
8075.6
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:
-
-
-
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
75.08
944556
12581
ii) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
31.9
350111
10974.6
iii)1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate
20 mm nominal size)
19.46
209352
10758.1
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-
-
-
-
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
15.76
214105
13581.9
ii) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
5.14
60563
11791.9
iii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.82
9538
11575.5
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: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
19.68
273378
13894.7
ii) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size)
7.04
85265
12104.7
iii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
1.9
22611
11888.3
Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with
i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate
20 mm nominal size)
1.04
14292
13689.7
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
63.59
20253
318.5
ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
537.93
199034
370
iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
225.57
71663
317.7
iv) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
131.9
71092
539
v) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
183.96
85044
462.3
vi) Circular Columns with ply shutters
8.12
4538
559.1
a) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
i) Thermo-Mechanically Treated bars of grade Fe-500D or more
15652.75
1224045
78.2
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
i) Thermo-Mechanically Treated bars of grade Fe-500D or more
7041
550606
78.2
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 ).
26.11
232093
8888.4
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
310.59
423365
1363.1
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
52.49
62352
1187.9
12 mm cement plaster of mix.
i) In cement mortar 1 : 4 (1 cement : 4 fine sand)
387.36
67710
174.8
15 mm cement plaster on the rough side of single or half brick wall of mix:
i) In cement mortar 1 : 4 (1 cement : 4 fine sand)
398.29
81012
203.4
6 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
568.32
77803
136.9
Neat cement punning.
300.41
13548
45.1
6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete.
i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
662.29
128749
194.4
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.
38.92
31544
810.5
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. complete. i) 40 mm thick with 20 mm well burnt brick aggregate
26.02
13267
510
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
i) 18 mm thick
5.22
1839
352.4
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
1317.81
81045
61.5
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:-
i) G.I.pipes.
700.27
96636
138
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.
464
42316
91.2
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
a) Hot finished welded type tubes
300
36870
122.9
Steel work welded in built up section/ framed work including cutting hoisting, fixing in position and applying a prime coat of approved steel primer using steel etc. Complete as required.
i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
161.84
18417
113.8
Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast 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.
8.64
35936
4159.3
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.
i) 0.63mm thick with zinc coating not less than 275gm/m2 sqm
24.01
20646
859.9
Applying priming coats with primer of approved brand and maufacture, having low VOC (Volatile organic compound) content. [ Payment shall be made after submission of Test Certificate issued by the Manufacturer].
i) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
12
457
38.1
Colour washing such as green, blue or buff with whiting to give an even shade on new work (two or more coats ) complete. i) With a base coat of white washing with lime
96.86
2314
23.9
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] :
i) New work ( two or more coats applied @ 3.84 kg/10 sqm)
648
39852
61.5
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
406.7
33674
82.8
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
167.56
20006
119.4
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 ( thickness to be specified by the manufacturer ) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade
complete.
109.6
86803
792
Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete.
-Anti-Skid Tiles
i) Ceramic Tiles 1st quality 400 x 400mm in all shades and designs
24
20901
870.9
Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in-
Charge.
109
62522
573.6
Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-incharge.
40
32512
812.8
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
18722
4334
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : i) Karai wood
0.65
59851
92079.7
Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge a) Local Teak wood
i) 35 mm thick shutters
4.47
9223
2063.5
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. i) Fixed to openings /wooden frames with rawl plugs screws etc.
72
9100
126.4
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)
38
6171
162.4
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : i) 100 x 10 mm
18
871
48.4
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : i) 100 mm
8
220
27.6
Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete
i) 250 x 16 mm
2
389
194.6
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design
15.16
1160
76.5
Lettering with black japan paint of approved brand and manufacture on new work.
1000
2800
2.8
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
4
31389
7847.4
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) i. 95 sqmm
50
67980
1359.6
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.
-
-
-
i) 6.0 sqmm
80
22792
284.9
ii) 10.0 sqmm
80
29952
374.4
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
4
3819
954.8
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
4
6685
1671.4
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.
i. 35 HP/26 kw Relay range within 20-32 + 10%
4
90091
22522.8
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. 100 amps
4
33560
8390.2
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.
i. for 3-phase connection with 4.00 mtr. Long G.I. pipe
4
73968
18492
Providing and fitting fixing MS Foot valve as per relevant IS specification and the direction of the Engineer-in-charge.
-
-
-
i. 80 mm dia
1
2196
2196.3
ii. 100 mm dia
1
2327
2327
iii. 125 mm dia
2
5238
2619
Providing and fitting fixing PVC suction hose pipes of wall thickness 6 mm. as per relevant IS specification and direction of Engineer-in-charge.
-
-
-
i. 80 mm dia
10
3488
348.8
ii. 100 mm dia
10
4322
432.2
iii. 125 mm dia
40
22768
569.2
Supplying & fitting fixing of 10 HP capacity having discharge of 2500 GPH centrifugal pump with head of extra 42 to 72 mtr of GRW/WPIL/Kirloskar make and other ISI mark make of size (65X50) mm 7.5 kW, 15 A etc. all complete in all respect as per direction of the Enn-in-Charge.
3
295167
98389
Providing, fitting fixing and installation of 5000 GPH x76 mtr. Head water lubricated submersible pump of maximum 150 mm outer dia with maximum 10(ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50 Hz, AC supply and star delta method of starting along with 35 mtrs x2x3x4 sq mm joint less PVC 3 (three) core double length flat cable (continuous length ) of sutable size fittled with submersible motor, suction case, strainer, couping key, vertical non-return valve cum discharge case including supplying of 10 nos suitable cable guard with clips and nuts & bolts 2(two) pair M.S column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract (Each pump with motor shall consists of stainless stell closed type impeller, C.I bowl, C.I. discharge case pump shaft(styainless steel) bush (bronze) shaft sleeve (bronze/chromium) sand guard winding rotor stator, conforming to relevant BIS codes of made DUKE/KSB/ WPIL/CRI)
2
132676
66338
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.
i) 100 mm dia
168.48
161921
961.07
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.
168.48
3753
22.28
Providing and placing filter sand (local quarry) including washing the bed etc complete as per direction of the Engineer - in-charge.
37.8
42690
1129.38
Providing and placing filter gravel having effective size of 3.00 mm to 25 mm & 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 the Engineer - in-charge.
31.05
740312
23842.6
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 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
5150
336295
65.3
A. For UPVC pipes in new work
a). In all kinds of soil
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
1000
79300
79.3
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
800
79840
99.8
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
200
283440
1417.2
ii) 125 mm dia
150
260310
1735.4
iii) 150 mm dia
100
198170
1981.7
iv) 200 mm dia
55
140316
2551.2
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) 90 mm OD
4000
880400
220.1
ii) 110 mm OD
700
211190
301.7
iii) 140 mm OD
300
148530
495.1
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in charge (cost of earth work and fittings will be paid separately).
-
-
-
i. 15 mm dia
500
21350
42.7
ii. 20 mm dia
250
12150
48.6
iii)32 mm dia
400
25240
63.1
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 100 mm dia
12
907
75.6
ii) 125 mm dia
10
795
79.5
iii) 150 mm dia
8
928
116
iv) 200 mm dia
5
881
176.2
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 80 mm dia.
A) PN - 1.6
2
6835
3417.6
ii). 100 mm dia.
A) PN - 1.6
6
27358
4559.7
iii). 125 mm dia.
A) PN - 1.6
6
32879
5479.9
iv). 150 mm dia.
A) PN - 1.6
6
41803
6967.3
v). 200 mm dia.
A) PN - 1.6
5
65078
13015.6
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 200 mm dia
1
16749
16749.4
ii) 150 mm dia
2
17861
8930.5
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
1
9054
9054
ii) 125 mm dia
1
10466
10466.7
ii) 150 mm dia
1
11948
11948.8
Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 100 mm dia
5
378
75.6
ii) 125 mm dia
5
520
104
iii) 150 mm dia
10
1410
141
iv) 200 mm dia
8
1512
189
Providing and laying D.I. specials of class K - 12 suitable for push -on jointing as per IS : 9523 as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) Upto 300 mm dia
0.25
45348
181392
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
a) 90 mm X 90
5
1446
289.2
b) 110 mm X 110
4
1900
475.1
c) 140 mm X 140
2
1335
667.5
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
a) 90 mm
4
501
125.4
b) 110 mm
2
294
147.3
c) 140 mm
1
208
208
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
a) 90 mm
5
1230
246.1
b) 110 mm
4
1173
293.3
c) 140 mm
3
1144
381.6
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 110 x 90 mm dia
2
529
264.5
ii). 140 x 110 mm dia
2
698
349.3
iii). 140 x 90 mm dia
2
649
324.5
Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) with solvent cement conforming to IS - 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
a) 90 mm
3
939
313.2
b) 110 mm
2
841
420.6
c) 140 mm
2
1134
567.4
Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
a) 90 mm dia
10
1825
182.5
b) 110 mm dia
5
1177
235.4
c) 140 mm dia
2
620
310.2
Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 15 mm nominal bore
100
32660
326.6
Constructing masonry Chamber 90 x 90 x 100 cm, inside with 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 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.
A). With First class bricks
10
141285
14128.5
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
100
6880
68.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
100
9850
98.5
ii) 20 mm dia
11
1234
112.2
Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.
B). by manual means
105
49014
466.8
Cutting bitumminous road( 30 cm average depth) including getting out the dexcavated road materials and refitting the same.
a). Stone aggregate.
100
3915
39.15
Construction of surface drain 250 mm. wide, 150 mm. deep and 125 mm. side walls with 2nd class brick masonry work 1:4(1 cement: 4 river sand) on 100 mm. thick cement concrete bed of mix 1:5:10(1cement: 5 river sand: 10 jhama aggregate 40 mm. nominal gauge) and cement concrete 1:2:4 mix (1 cement: 2 river sand sand: 4 jhama aggregate 12.5 mm. nominal gauge) in drains including finishing
20
7074
353.7
Providing and fixing G.I. pipes medim 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.
A). External work
-
-
-
i). 80 mm dia. nominal bore
90
72738
808.2
ii). 100 mm dia. nominal bore
60
69738
1162.3
iii). 150 mm dia. nominal bore
18
34029
1890.5
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
i) 100 x 80 mm dia
1
474
474.8
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
A. D.I. Flanged Socketted tail piece i). 150 mm dia
3
5958
1986.1
A. D.I. Flanged Socketted tail piece ii) 125 mm dia
3
6027
2009
A. D.I. Flanged Socketted tail piece iii) 100 mm dia
6
8476
1412.8
B. D.I. Flanged Spigotted tail piece i). 150 mm dia
6
16359
2726.5
B. D.I. Flanged Spigotted tail piece ii) 125 mm dia
6
12064
2010.7
B. D.I. Flanged Spigotted tail piece iii) 100 mm dia
6
9331
1555.3
C. D.I. all socketted tee
i) 100 x 100 x 100 mm dia
3
6748
2249.6
C. D.I. all socketted tee
ii)150 x 150 x 100 mm dia
2
6567
3283.5
D) D.I. all socketted Bend 90 degree
i) 100 mm dia
2
3291
1645.7
D) D.I. all socketted Bend 90 degree
ii) 150 mm dia
1
2652
2652
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). 100 mm dia
50
16815
336.3
ii). 80 mm dia
10
3050
305
iii). 150 mm dia
10
4709
470.9
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.
i) 15 mm dia.
100
9020
90.2
Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. i) 15 mm dia PVC /plastic bib cock
100
9730
97.3
Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge
i) 15 mm dia 225 mm long
100
5860
58.6
Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
85
120530
1418
Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU /DWS/2022-23), specification and direction of Engineer-in-charge.
85
195075
2295
Providing and fitting fixing of hoarding cum display board of JJM of size 8 ft. x 6 ft. (2.40 m x 1.80 m) with frame comprising of 40 mm dia GI pipe (medium class) around the board, 2 nos. 25 x 25 x 4 mm size MS vertical stiffners with equally placed and 1 no. 25 x 25 x 4 mm size MS horizontal stiffner centrally placed and 2 mm thick MS Sheet (2.40 m x 1.80 m) with necessary welding, painting, lettering and erected vertically in such a way bottom of the board shall be placed 900mm above the Ground Level with 2 nos. 40 mm dia GI pipe embedded in cement concrete block of 1:2:4 (1 Cement : 2 fine Sand: 4 graded well burnt brick aggregate 20 mm nominal size) of 300 mm x 300 mm & 900 mm total depth out of which 150 mm shall be projected over GL etc. complete as per specification and direction of the Engineer-in-Charge.
1
23274
23274
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements