Public Works Department Tender

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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Jjm Water Supply Scheme Under Dws Division Dharmanagar During The Year 2021-22 in North Tripura, Tripura, with an estimated contract value of Rs. 50,42,597. The bid opening date for this tender is 18-10-2021 and the last date for bid submission is 09-11-2021. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Department - PWD Tender

Opening Date18 Oct 2021
Closing Date9 Nov 2021
Tender Amount₹ 50,42,597 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Jjm Water Supply Scheme Under Dws Division Dharmanagar During The Year 2021-22

Description

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BOQ Items

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Providing and laying S&S CI standerd specials suitable for mechanical joints as per IS: 13382 as per CPWD specification and direction of the Engineer in charge .ii) Upto 300 mm dia

0.63

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126934.8

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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 ). ii. 100 mm dia No.

3

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9054

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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.

160

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78.2

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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. iv. 150 mm dia

8

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141.8

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6 mm cement plaster of mix : 12.4.2 Cement mortar 1:4 (1 cement : 4 fine sand)

75

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136.9

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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 ).

5

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8888.4

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5.8.6.2 Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank

12.5

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462.3

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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: 5.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)

1.25

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10758.1

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12.5 Neat cement punning.

75

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45.1

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 4.1.13 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

3.5

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8686.1

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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 B). For G.I. / C.I. / D.I. pipes in new workii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia

2300

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74.9

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5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank

12.5

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268.9

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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 and direction of the Engineer - in - charge. ii. 150 mm dia Ductile Iron Class K-7 pipes.

2300

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1981.7

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SH:- Stagging Column

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-

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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. 150 mm dia

418

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116

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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

12.76

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466.8

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5.8 Centering shuttering including struttings, propping etc. and removal of form work for:

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-

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SH:- Stagging Column

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-

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Cutting bitumenous road 30 cm average depth & making good the same in/c supply of extra quantity of agreegate binding materials &bitumen required. a)Jhama agregate

4.15

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224.95



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