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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC 42 A METTU STREET MUTHIRAPALAYAM PUDUCHERRY 605009 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605009 | ₹4.2 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹4.2 L+₹1,200 (0.29%)Rejected-Finance | ₹4.2 L+₹1,200 (0.29%) | L2 | Rejected-Finance IInd lowest |
| 3 | L3₹4.4 L+₹18,000 (4.29%)Rejected-Finance NO 2 MUTHAMIZH NAGAR SEDARAPET PUDUCHERRY 11 | ₹4.4 L+₹18,000 (4.29%) | L3 | Rejected-Finance IIIrd lowest |
Tender Value
₹4.5 L
EMD Value
₹9,061
Closing Date
23 May 2022, 4:30 pmClosed
Executive Engineer
Office of the Executive Engineer, BRS, PWD, Puducherry
Replacement of damaged drainage pipe line at the Staff Quarters of Electricity Department in Vambakeerapalayam , Puducherry.
2022_PWDC1_10241_1
No.05/PW/EE/BRS/2022-23
Open Tender
Civil Works - Buildings
Item Rate
60 days
Vambakeerapalayam
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹9,061
10 Jun 2022
16 May 2022
24 May 2022
16 May 2022
23 May 2022
16 May 2022
Amount
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead - for thickness of tiles 10mm to 25mm.
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - bituminous road
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m - all kinds of soil - pipes,cables etc , exceeding 80mm dia but not exceeding 300 mm dia
Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.6 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces, couplers, reducer, endcaps etc.,complete all as per IS and CPWD specification. - 160mm dia
Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.6 Mpa) conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees, threaded pieces, couplers, reducer, endcaps etc.,complete all as per IS and CPWD specification. - 110mm dia
Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), foundtion concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design - inside size 120x90 cm and 90cm deep including C.I.cover with frame ( heavy duty) 560 mm internal diametre, total weight of cover and frame to be not less than 208kg (weight of cover108 kg and weight of frame 100 kg) - with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I.cover with frame (light duty) 455 x 610 mm internal dimensions , total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10graded stone aggregate 40mm nominal size ), inside cplastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete extra complete as per standard design - inside dimensions 455 x610 mm and 45 cm deep for single pipe line - with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Providing and fixing in position UPVC moulded reducer coupler (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160 x 110mm dia
Providing and fixing in position UPVC moulded elbow (Finolex / jain)(0.4 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia
Providing and fixing in position UPVC moulded equal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 160mm dia
P RAJENDIRANE
T Vasanthraj
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