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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.5 LAccepted-AOC VILLAGE BALI PO BEHLI TEHSIL NIHRI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L-1 | Accepted-AOC Being L-1 | |
| 2 | L-3₹9.1 L+₹1.5 L (20.7%)Rejected-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175047 | L-3 | Rejected-Finance Not found lowest | |
| 3 | L-4₹10.2 L+₹2.7 L (35.7%)Rejected-Finance MANDI DIVISION NO II HP PWD MANDI | MANDI | HIMACHAL PRADESH | 175001 | L-4 | Rejected-Finance Not found lowest | |
| 4 | L-5₹10.4 L+₹2.8 L (38.0%)Rejected-Finance | L-5 | Rejected-Finance Not found lowest | |
| 5 | L-L-2₹9.0 LRejected-AOC VILLAGE P O HARIPUR SANDHOLI TEHSIL BADDI DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | L-L-2 | Rejected-AOC Not found lowest |
Tender Value
₹9.9 L
EMD Value
₹20,000
Closing Date
30 Dec 2021, 10:00 amClosed
Executive Engineer
O/O Executive Engineer HPPWD Division Sunder Nagar
SH C/o 3.00 mtr span RCC slab culvert at RD 1/525.
2021_PWD_54909_1
PW-SNR-CB-E-Tender/21- 11350-57 dt.17.12.2021
Open Tender
Civil Works
Item Rate
90 days
Sundernagar
As per bid document
13 documents required · 13 mandatory
₹350
EE Sundernagar
₹20,000
11 May 2022
22 Dec 2021
30 Dec 2021
22 Dec 2021
30 Dec 2021
22 Dec 2021
Amount
Earth work in excavation all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding any metre in width or any square metre on plan), including dressing of sides and ramming of bottoms, lift upto any metre , including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of any metre within all leads , lifts and carriage of materials and other incidentals .
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:3:6 (three Cement : three coarse sand: six graded stone aggregate) 40 mm ( forty millimetre) nominal size within all leads , lifts and carriage of materials and other incidentals .
Stone masonry in cement mortar 1:4 ( one cement : four sand) for substructure complete as per drawing and technical specification Random rubble masonry within all leads , lifts and carriage of materials and other incidentals .
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete within all leads , lifts and carriage of materials and other incidentals .
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge within all leads , lifts and carriage of materials and other incidentals .
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Mild steel and Medium Tensile steel bars within all leads , lifts and carriage of materials and other incidentals .
Providing and Laying concrete for plain/reinforced concrete P.C.C. nominal mix 1:5:10 (one cement : five sand ten graded crashed stone aggregate) 40mm (forty millimeter) nominal size in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 within all leads , lifts and carriage of materials and other incidentals .
Providing weep holes in brick masonry/ stone masonry plain reinforced concrete retaining/ breast wall with 100mm( one hundred millimetre) dia PVC pipe extending through the full with of the structure with slop of 1 (V):20(H) towards drawing face complete as per drawing and technical specification including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer - in - charge .
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of material within all leads and lifts and other incidentals as per direction of Engineer - in - charge .
KAMAL KUMAR
SATISH KUMAR
Desh Raj
Hushan Lal
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tech_eval.pdf
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