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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.4 L+₹471.22 (0.20%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹2.7 L
EMD Value
₹5,420
Closing Date
22 Feb 2020, 5:00 pmClosed
Executive Engineer
Executive Engineer, Provincial Division, PWD BandR Br., Palwal
Special repair of Primary Health Centre at Village Amarpur in Palwal Distt.
2020_HRY_118899_1
PWD/Palwal/30121
Open Tender
Civil Works - Buildings
Works
90 days
Palwal
As per Tender Documents
2 documents required · 2 mandatory
₹500
Executive Engineer, Provincial Division, PWD BandR
₹5,420
Palwal
13 Jul 2020
17 Feb 2020
24 Feb 2020
17 Feb 2020
22 Feb 2020
17 Feb 2020
17 Feb 2020 - 22 Feb 2020
19 Feb 2020
Amount
Civil Works
Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. (HSR 6.6)
Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.28)
First class brick work laid in cement sand mortar 1:6 in foundation and plinth. (HSR 11.2)
Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.39)
Conglomerate Floor 40mm thick cement concerete 1:2:4 on 100 mm Cement concerete 1:8:16 and 100mm sand or Stone Filling as per (HSR 14.12)
Kotah stone flooring minimum 25 mm thick in any pattern as specified over 20 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. (HSR 14.62). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey
Providing and laying 80 mm thick ISI marked internlocing paver paver blocks conforming to IS 15658:2006/IRC:SP:63-2004 of all Shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respect. (HSR 10.159). (Note:- Reputed make Paver Block Only ISI marked will be used as approved by Engineer-in-charge).
Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic (ii) Single Color. [HSR 30.5 (b) (ii)].
Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (a) Bib cock long body (HSR 30.75)
(b) Bib cock
Providing and fixing in position best indian make lavatory suites (with full anti splash rim in vitreous chinaware and all other necessary fittings as fully decribed in item no 30.41 above (HSR 30.42)R.S or C.I brackets for building into wall including painting 32 mm C.P brass waste with C.P brass chain and rubber plug 15 mm C.P brass screw down pillar tap with jamnuts or couplings best design (as approved by the Engineer-in-charge)All fittings best Indian make and; to the approval of the Engineer-in-chargeAll brass work chromium plated and complete in all respects including cutting and making good the walls floors and painting of fitting etc. Size 530mmx430mm with one no. tap
Earth work non plastic or Tibba Sand under floors/Road & Parking taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead and lift). [NS].
Providing and laying 200 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MORT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MORT&H specifications for road & bridge (5th Revision) of 2013. (NS).
Sh Ganesh Sharma, Contractor
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