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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹12.1 L+₹47,842 (4.12%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹12.2 L+₹53,777 (4.63%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹13.3 L+₹1.6 L (14.2%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹14.2 L+₹2.5 L (21.9%)Rejected-Finance CONTRACTOR WARD NO 10 DEVINAGAR PAONTA SAHIB DISTRICT SIRMOUR H P | SIRMAUR | HIMACHAL PRADESH | 173001 | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹24,800
Closing Date
12 May 2021, 5:00 pmClosed
Executive Engineer
HPPWD Division Paonta Sahib District Sirmour (HP)
(SH- C/O U-shape drain in C.C. 1,3,6 at RD. 14/135 to 14/225 and G.S.B. G-II, G-III, interlocked concrete block embankment at RD. 14/120 to 14/240)
2021_PWD_47134_2
tender/2021-22- 353-62 dated 22.04.2021
Open Tender
Civil Works - Roads
Item Rate
90 days
Paonta Sahib
Please refer tender document
11 documents required · 11 mandatory
₹500
₹24,800
8 Jun 2021
4 May 2021
13 May 2021
4 May 2021
12 May 2021
4 May 2021
Amount
Earth work in excavation for strucuture as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materilas and disposal up to a lead of 50(fifty) metre, dressing of sides and bottom and back filling in treanches with excavted suitable materials upto 3(three) metre depth.including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.
Providing and laying cement concrete 1:3:6 (one cement : three sand : Six graded stone aggregate 40mm.(forty milimetres) nominl size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.
Backfilling behind abutments wing walls and return walls complete as per drawings and technical specifications with Granular material, including all leads, lifts and carriage of material, as per the entire satisfaction of Engineer-in-chcarge.
Construction of granular sub base by providing well graded material spreading in uniform layers with tractor mount grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel rller to chieve the desired densisty, complete as per technical specification clause 401 for grading-I material including carriage of material within all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.
WBM Grading-2:-Providing, laying, spreading an compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill uup the interstices of coarse aggregate, watering and compacting to the required density grading2 as per technical specification clause 405 WBM Grade-II (63 mm to 45mm.)(sixty three milimetres to forty five milimetres)size) by mechical means, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.
Providing and laying cement concrete 1:4:8 (one cement : four sand : eight graded stone aggregate) 40mm.(forty milimetres)nominal size for plain/reinfoced concree ion open foundations complete per drawing and technical specification clause 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing and laying of interlocking concrete block Pavements having thickness 80 mm (Eighty millimetres) as per drawings and Technical Specification Clause 1504 including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing and Laying P.C.C. 1:2:4 (M 20) ( one cement : two sand: four graded stone aggregate ) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing, laying & jointing in trenches 100mm(hundred milimetres) dia of GMS pipes (earth work to be measured paid for seperately) including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 mtrs.(one point five zero metres)tansporting to site, spreading, grading to the required loope and compacting to meet requirement jof tables 300.1 and 300.2 with a lead upto 1000 mtr(one thousand metres)as per technical specification clause 301.5, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.
SUKHVINDER SINGH
Islam
JAVED KHAN
DINESH KUMAR GUPTA
Mohan Singh
SANCHIT GOEL
SATISH KUMAR
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