Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Dec 2022
Closing Date28 Dec 2022
Tender Amount₹ 9,61,085
Costs
EMD
₹ 19,222Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEDWS_34869_1Bid Award Id
ViewTender No
227/ EE/DWS/AGT-II/2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Providing & 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 & direction of the Eng-in-charge.
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-
-
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i) With Second class bricks
3
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23758
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Centering shuttering in/c struttings, propping etc. & removal of form work for:
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-
-
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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 CPWD specification and direction of the Engineer - in - charge. A. External Work
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-
-
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ii) Above 300mm length.
20
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111.3
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Charges for push-on (Tyton) joints to centrifugally (Spun) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer-in-charge.
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-
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Providing earthing with perforated 40mm dia G.I pipe (Medium class) (12mm dia perforation), laying of 4mm dia GI wire from earth electrode to panel, in/c excavating hole of 600mm dia & refilling with Salt and Charcoal/coke in alternate layers of 300 mm as per standard specification & direction of the Eng-in-charge. ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe.
1
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18492
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Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification & direction of the Engineer - in - charge.
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-
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ii) 100 mm dia. A. PN-1.0
3
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4647.1
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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts in/c 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.
4
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887.5
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i) 80 mm dia. A. PN-1.0
3
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3379.2
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First class brick work in foundation & plinth in/c cost of all materials as required complete: i) In cement mortar 1:4 (1 cement : 4 R/Sand).
6
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8888.4
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ii) 150 mm dia
18
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65.7
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Providing & fabrication of column Pipe in/c fitting fixing of G.I flange by cutting the G.I pipe (Confirming to IS:1239 medium class) into 3.05 mtr long and welding the same with G.I flange as per specification and direction of the engg-in-charge (G.I Pipe will be provide by the agency at his own cost & risk)
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-
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i) 80 mm nominal bore.
1
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3346.9
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Constructing masonry Chamber 120x120x100 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 180mm 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 inished with a floating coat of neat cement complete as per standard design:
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-
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i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
50
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268.9
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i) For pipes not exceeding 90mm dia.
160
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65.3
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Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification & direction of the Eng-in-charge.
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-
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ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
100
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79.3
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ii) 100 mm dia. nominal bore. (For staging)
28
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1162.3
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iii) 150 mm dia. A. PN-1.0
4
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6975.8
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Providing & fitting, fixing of signboard (Size 1.00 X 0.75m) at water supply scheme in/c cost of 1mm thick plain aluminum or G.I. sheet with necessary MS angle (40 X 40 X 5mm) in/c necessary bending and fixing on the GCI walling of pump house and painting writing nail spikes etc. and carrying to the work site complete as per direction of the Engineer-in-Charge.
1
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803
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For 100 mm dia G.I Pipe with 10 mm thick G.I Flange.
10
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4474
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ii) 110 mm OD
25
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500.6
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B) For GI/CI/DI pipes in new work. a) In all kinds of soil. i) For pipes exceeding 90mm dia but not exceeding 300 mm dia
60
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99.8
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ii) 150 mm dia
3
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15178.6
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ii. 110mm dia
2050
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4.79
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i) 90 mm OD
35
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446.8
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i) 80 mm dia
8
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352.2
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Neat cement punning.
60
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45.1
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i) Upto 300 mm dia
0.3
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181392.2
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Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design.
2000
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2.9
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i) 80 mm dia
14
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1593.1
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ii) 90 mm OD
60
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220.1
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Washing & removal of deposited iron sludge & any other foreign materials etc. from inside the existing water distribution pipe line foreign materials from inside the excavation trenches up to required width & depth cutting of PVC pipe line at a length of every 55.00 Mtr. interval jointing of pipe with PVC coupler and solvent cement in/c satisfactory testing of joints refilling trenches with available excavated earth etc. complete as per direction of the Engineer-in-charge [Rate in/c the cost of cement solvent PVC pipe for making PVC couplers, will be issued by the Department at free of cost).
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i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20mm nominal size)
2
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9039.5
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ii) 150 mm dia
12
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1987.4
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i) 150 mm dia. nominal bore.
18
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1533.8
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Charges for cutting DI pipe with Mechanical cutter as per CPWD specification & direction of the Eng-in-charge
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-
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iii) 140 mm OD
20
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555.2
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Excavating trenches of required width for pipes, cable etc. in/c excavating for sockets & dressing of sides, where required, ramming of bottoms, depth upto 1500mm (slope-1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c 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.
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-
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Providing & fitting, fixing GI pipes of 110mm dia GI pipes staging 3(Three) Nos. 9.00 Mtr. each in/c welding with MS flange bottom of the GI pipe and top with 3(Three) Nos. 125mm dia GI nipple length 450mm dia in/c welding with 10mm thick MS plate of size 40 X 40 X 10mm and 25mm dia MS hook for hanging chain pully in/c hoisting and claimbing bottom to top of the hook in proper position complete as per direction of the Eng-in-charge(GI pipe supplied at free of cost)
1
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8992
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i) 40 mm OD
100
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72.8
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iv) 140 mm OD
40
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495.1
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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.
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-
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iii) 80 mm dia. nominal bore.
6
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808.2
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Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber insertions etc. complete as per CPWD specification & direction of the Engineer - in - charge. (The tail pieces, tappers etc if required will be paid separately)
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-
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Providing & fitting, fixing of pressure meter (0.00-14.0Kg/sqcm.) as per specification and as per specification and the direction of the Engineer-in-charge.
1
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771.4
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Providing & fixing C.I non-return valve of approved quality as per of CPWD specification & direction of the Eng-in-charge.
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-
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Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, in/c cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
150
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91.2
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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 50m and lift up to 1.5m. All kinds of soil
3
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120.3
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Providing and fixing MS bolts including nuts and washers complete as per standard design:-
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-
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iii) 110 mm OD
60
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301.7
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Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth including
consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge.
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-
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i) 80 mm dia
3
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6289.4
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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.
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-
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iii. 140mm dia
2030
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5.16
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i) 150 mm dia Ductile Iron Class K-7 pipes
20
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1981.7
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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 in/c cement slurry, rounding of edges and strips and cost of glass strips etc. complete. i) 40 mm thick with 20 mm nominal well burnt brick agreegate
50
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510
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level: i) 1:4:8(1 cement : 4 fine sand : 8 graded well burnt brick aggregate 40mm nominal size)
4
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7844.8
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i) 150 mm dia
20
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321.1
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Reinforcement for RCC work in/c straightening cutting, bending, placing in position & binding all complete upto plinth level.
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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 in/c testing of joints complete (but ex/c the cost of
specials like bend, tees etc. which will be paid separately) as per CPWD specification & direction of the Eng-in-charge.
A. Class-3 (working pressure 6.0 kg/ cm2)
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Reinforced cement concrete work in walls (any thickness), in/c attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts & struts etc. upto floor five level ex/c cost of centring, shuttering, finishing & reinforcement
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-
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Lifting of filter midea from Package type IRP filter chamber as per specification & direction of the Eng-in-charge.
10
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1084.6
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Providing & fitting fixing of 10000GPHx76mtrs. Head water lubricated submmersible pump of maximum 150mm outer dia with maximum 10(Ten) stages coupled with required wet & non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.C. Supply & 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 suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non-return valve cum discharge case in/c supplying of 10Nos. suitable cable guard with clips & nuts & bolts, 2(two) pair M.S. column clamps in/c testing & commissioning etc. complete as per direction of Eng-in-charge conforming to terms & conditions of the contract. (Each pump with motor shall consists of stainless stell closed type impeller, C.L. bowl, C.I dischrge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes).
1
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84708.62
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Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) in/c dressing of sides and ramming of bottoms, lift upto 1.5m, in/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil. By manual means.
4
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169.5
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i) 150 mm dia
15
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550.1
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Providing earthing with perforated 40 mm dia G.I. pipe (medium class) (12mm dia perforation), laying of 4mm dia GI wire from earth electrode to panel, in/c excavating hole of 600mm dia and refilling with salt and charcoal/coke in alternate layers of 300mm, as per standard specification and direction of the Engineer-in-charge. i) For 3-phase connection with 4.00mtr. long GI pipe.
1
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18492
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Thermo-Mechanically Treated bars of grade Fe-500D or more
90
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78.2
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i) Upto 300mm length.
20
-
107
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