Public Works Department Tender
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Costs
EMD
₹ 29,043Document Cost
₹ 1,000Tender 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
2024_CEDWS_48568_1Bid Award Id
ViewTender No
18 /DNIeT/EE/DWS/AMP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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Excavation trenches of required width for pipes, cables, etc. In/c excavation for socket, dressing of sides where required, ramming of bottoms, depth upto 1500 mm in/c. getting out the excavated soild and backfilling of soil as required after laying of pipeline, in layer not exceeding 200 mm in depth in/c. consolidating of surplus excavated soil with all required leads as per chapter- 2 of CPWD specification & direction of the Er.-in- Charge. (A) For UPVC pipe in new work. a.In all kinds of soil (i) For pipes not exceeding 90mm dia
2400
210240
87.6
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(ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
300
31920
106.4
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Providing fixing & laying rigid UPVC pipes conforming to IS: 4985 joining 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 & direction of the Engineer-in-Charge. A. Class-3 (working pressure 6.0kg/cm2). (i) 40mm dia OD
1200
107760
89.8
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(ii) 90mm dia OD
1200
325680
271.4
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(iii) 110 mm dia
300
111630
372.1
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Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c washing and stacking of pipes properly at site with all leads & lifts & backfilling of soil as required after laying of pipeline, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering, etc. complete as per specification & direction of the Er. -in-Charge. (i) 90mm dia OD
800
269440
336.8
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(ii) 110 mm dia OD
300
108000
360
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(iii) 140 mm dia OD
200
78960
394.8
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Providing, fixing & laying fabircated 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 joints complete as per CPWD specification & direction of Er.-in-Charge. (i) 90mm dia
5
1494
298.7
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(ii) 110 mm dia
4
1426
356.4
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(iii) 140 mm dia OD
3
1400
466.8
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Providing, fixing & laying fabircated UPVCequal tee conforming to IS: 10124 (part 5) with solvent cement conforming to IS: 14182 including testing joints complete as per CPWD specification & direction of Er.-in-Charge. (i) 90 x 90mm dia
6
2113
352.2
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(ii) 110 x 110 mm dia
6
3482
580.4
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(iii) 140 x 140 mm dia
5
4090
818
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Providing, fixing & laying fabircated UPVC end cap conforming to IS: 10124 (part 4) with solvent cement conforming to IS: 14182 including testing joints complete as per CPWD specification & direction of Er.-in-Charge. (i) 90mm dia
15
2231
148.7
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(ii) 110 mm dia
10
1746
174.6
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Providing, fixing & laying fabircated UPVC tailpiece with MS flange (8 mm thick) conforming to IS: 10124 (part 6) with solvent cement conforming to IS: 14182 including testing joints complete as per CPWD specification & direction of Er.-in-Charge. (i) 90 mm dia
6
2285
380.9
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(ii) 110 mm dia
4
2060
515.1
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(iii) 140 mm dia
6
4186
697.6
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Providing, fixing & laying fabircated UPVC straight reducer conforming to IS: 10124 (part 3) with solvent cement conforming to IS: 14182 including testing joints complete as per CPWD specification & direction of Er.-in-Charge. (i) 110 x 90 mm dia
8
2569
321.1
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(ii) 140 x 110 mm dia
6
2561
426.8
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(iii) 140 x 90 mm dia
6
2374
395.7
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Providing, fixing & laying fabircated UPVC socket/coupler conforming to IS: 10124 (part 2) with solvent cement conforming to IS: 14182 including testing joints complete as per CPWD specification & direction of Er.-in-Charge. (i) 90mm dia
35
7424
212.1
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(ii)110 mm dia
25
6833
273.3
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(iii) 140mm dia
20
7256
362.8
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Providing & fixing of C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid seperately) as per specification and direction of the Engineer-in-charge. (i) 80mm dia (A) PN- 1.6
2
8639
4319.7
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(ii) 100mm dia (A) PN- 1.6
1
5561
5561.1
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(iii) 125 mm dia (A) PN- 1.6
2
13324
6662.1
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(iv) 150mm dia (A) PN- 1.6
2
16477
8238.6
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Construction 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 & 180 mm deep (inside) with chained lid & RCC top slab 1: 2 : 4 mix ( 1 cedment : 2 fine sand : 4 brick aggregate 1st class 20mm nominal size) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40mm nominal size ) & inside plastering with cement mortar 1: 3 ( 1 cement : 3 fine sand) 12 m 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 2nd class bricks
5
69420
13884
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