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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.0 LAccepted-Finance | 1 | Accepted-Finance Accepted | |
| 2 | 2₹7.4 L+₹35,157 (5.02%)Accepted-Finance | 2 | Accepted-Finance Accepted | |
| 3 | 3₹8.2 L+₹1.2 L (16.6%)Accepted-Finance GOVT CONTRACTOR VILLAGE DUMMI P O PAABOO TEHSIL DISTT SHIMLA | 3 | Accepted-Finance Accepted | |
| 4 | 4₹8.4 L+₹1.4 L (20.4%)Accepted-Finance HPSEBL THALOUT | 4 | Accepted-Finance Accepted | |
| 5 | 5₹9.0 L+₹2.0 L (29.2%)Accepted-Finance | 5 | Accepted-Finance Accepted |
Tender Value
₹9.6 L
EMD Value
₹19,300
Closing Date
19 Mar 2025, 5:00 pmClosed
Executive Officer
MC Theog distt Shimla
Restoration of rain damages of road near house of Renu Gupta in wartd no 6
2025_UDDHP_100832_1
1439-44
Open Tender
Civil Works
Lump-sum
Theog
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
EO MC Theog
₹19,300
3 Apr 2025
1 Mar 2025
21 Mar 2025
1 Mar 2025
19 Mar 2025
2 Mar 2025
Amount
Earth work in excavation for structure as per drawing and technical specifications clause 305.1 including setting out , construction of shoring and bracing , removal of stumps and other deleterious material and disposal up to lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with excavated suitable material including all leads and lifts as per direction 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 1:5:10 ( 1 Cement : 5 fine sand: 10 graded stone aggregated 40 mm nominal size)
Steel reinforcement for R.C.C work including straightening , cutting , bending , placing in position and binding all complete above plinth level columns , beams and slab.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement: 2 coarse sand): 4 graded stone aggregate 20 mm nominal size)
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-In-Charge
Back Filling Behind Abutment, Wing Wall And Return Wall Complete as per Drawing technical specification clause 1204.2.8
Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement: 3 coarse sand): 6 graded stone aggregate 20 mm nominal size)
Vikas Verma (BID ID -504244)
ANIL SHARMA (BID ID -504211)
Naresh Kumar (BID ID -504219)
VIRENDER KUMAR (BID ID -504015)
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