Public Works Department Tender

View complete overview of Tripura PWD Tender

Public Works Department

Civil Works Water WorksPipes and Pipe Related Activities
Views184 Views
Downloads78 Downloads

Opening Date

18 Oct 2021

Closing Date

09 Nov 2021

Tender Amount

₹ 50,42,597

Costs

Summary

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

Description

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BOQ Items

ItemQuantityUnitsRateAmount
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SH:- Stagging Column
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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
2300Mtr-74.9
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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.
2300Mtr-1981.7
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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
418Joints-116
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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. vi. 150 mm dia. A. PN - 1.6
2No. -6967.3
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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
0.63t-126934.8
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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
8n-141.8
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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.
3n-9054
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Supplying and filling in plinth under floor foundation etc with sand un( fine) from local quary with all lifts including spreading in horizontal layers watering grading to required slop ramming consolodating and compacting each lyer by using plate compctor of by any suitable method complete.
11cum-887.5
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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
4.15sqm-224.95
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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
12.76Mtr-466.8
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SH:- Stagging Column
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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
12.5Cum-169.5
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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)
3.5Cum-8686.1
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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.
160Kg-78.2
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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 ).
5Cum-8888.4
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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)
1.25Cum-10758.1
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5.8 Centering shuttering including struttings, propping etc. and removal of form work for:
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5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
12.5sqm-268.9
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5.8.6.2 Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
12.5sqm-462.3
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6 mm cement plaster of mix : 12.4.2 Cement mortar 1:4 (1 cement : 4 fine sand)
75sqm-136.9
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12.5 Neat cement punning.
75sqm-45.1
Total Amount ₹ 1.7 Lac
Quoted Amount
Calculate Bid Estimation
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₹ 1.6 Lac
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