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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L1₹15.7 LRejected-Finance CONTRACTOR WARD NO 10 DEVINAGAR PAONTA SAHIB DISTRICT SIRMOUR H P | SIRMAUR | HIMACHAL PRADESH | 173001 | L1 | Rejected-Finance L1 | |
| 3 | L1₹15.7 LRejected-Finance | L1 | Rejected-Finance L1 | |
| 4 | L1₹15.7 LRejected-Finance CONTRACTOR DEVINAGAR PAONTA SAHIB DISTRICT SIRMOUR H P | SIRMAUR | HIMACHAL PRADESH | 173001 | L1 | Rejected-Finance L1 |
Tender Value
₹22.4 L
EMD Value
₹42,000
Closing Date
22 Feb 2022, 10:30 amClosed
Executive Engineer
Executive Engineer HPPWD Division Paonta Sahib District Sirmour (HP)
(SH- C/o embankment at RD 0/885 to 1/165, cutting at RD. 1/030 to 1/165. P/L GSB at RD 0/855 to 1/165, khranja stone solling at RD 1/045 to 1/165, C.C. 1,4,8, 1,2,4 at RD 0/855 to 1/165 and interlocked tiles of ISI mark at RD 0/855 to 0/975)
2021_PWD_54778_7
Tender/2021-22 -8603-22 dated 13.12.2021
Open Tender
Civil Works - Roads
Item Rate
180 days
Paonta Sahib
please refer tender document and corrigendum document.
14 documents required · 14 mandatory
₹500
₹42,000
31 Mar 2022
15 Feb 2022
22 Feb 2022
15 Feb 2022
22 Feb 2022
15 Feb 2022
Amount
Construction of embankment with approved material obtain from borrow pits with a lift upto 1.5 m (one point five metre) transporting to site ,spreading,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 including carriagr of material within in all leads, lift and other incidentals complete as per entire satisfaction of Engineer-in-Charge
Excavation in soil in hilly area by mechanical means including ,cutting and trimming of sides slopes and disposinng of excavated earth with a lift upto 1.50 mtr (one point five metre) . And lead upto 20 mtr (twenty metrs). As per technical specification clauses 1603.1 within in all leads, lift and other incidentals complete as per entire satisfaction of Engineer-in-Charge.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge: (With material conforming to Grade-I (size range 75 mm to 0.075 mm) seventy five milli metres to point zero seventy five milli metres) having CBR Value-30) within in all leads, lift and other incidentals complete as per entire satisfaction of Engineer-in-Charge.
Stone solling properly hand paced filling interstices with kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification 100 mm spread thickness with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (one Cement : four coarse sand) : eight graded stone aggregate 40 mm (forty milli metrs) nominal size) within in all leads, lift and other incidentals complete as per entire satisfaction of Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20 mm (twenty milli metres)nominal size) within in all leads, lift and other incidentals complete as per entire satisfaction of Engineer-in-Charge.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. 80 mm thick (eighty milli metres)C.C. paver block of M-30 grade with approved color design and pattern within in all leads, lift and other incidentals complete as per entire satisfaction of Engineer-in-Charge.
MEHRAJ ALI
DINESH KUMAR GUPTA
SANJEEV GUPTA
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