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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-Finance V P O LOTE TEHSIL DISTT LAHAUL DISTT LAHAUL SPITI H P 175133 | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | ₹6.6 L | L1 | Accepted-Finance It is L1 bidder so it is accepted |
| 2 | L2₹7.1 L+₹49,639.30 (7.47%)Rejected-Finance | ₹7.1 L+₹49,639.30 (7.47%) | L2 | Rejected-Finance It is L2 bidder so it is rejected |
| 3 | L3₹8.4 L+₹1.7 L (25.9%)Rejected-Finance | ₹8.4 L+₹1.7 L (25.9%) | L3 | Rejected-Finance It is L3 bidder so it is rejected |
| 4 | Rejected-Technical VILL CHUNI P O BAGAHAR TEHSIL KOTKHAI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | Rejected-Technical Non-Responsive as EMD and cost of tender not submitted physically |
Tender Value
₹9.6 L
EMD Value
₹24,000
Closing Date
22 Aug 2023, 10:30 amClosed
Executive Officer
Municipal Council Manali
C/O R/Wall near toward river side at SWM site Rangri M.C. Manali Distt. Kullu ( H.P.) (SH- R/wall Rd 0/0 to 0/7.50)
2023_UDDHP_77234_1
No.MCM.E-Tender/2023-1106-1110 Dt. 02-08-2023
Open Tender
Civil Works
Item Rate
120 days
manali
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
Executive Officer Municipal Council Manali
₹24,000
14 Sept 2023
16 Aug 2023
22 Aug 2023
16 Aug 2023
22 Aug 2023
16 Aug 2023
16 Aug 2023 - 22 Aug 2023
Amount
Excavation work by mechanical means (Hydraulicexcavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock
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 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:1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size).
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing weepholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses including carriage of material in all leads and lifts.
DAN SINGH
NANAK CHAND
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