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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC GOVT CONTRACTOR VILL GAHAR P O PANJGAIN TEHSIL SADAR DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | L1 | Accepted-AOC AOC | |
| 2 | L2₹7.5 L+₹36,045.93 (5.08%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹7.5 L+₹41,581.93 (5.86%)Rejected-Finance VILLAGE DALLU P O BIJAPUR TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 176001 | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | L4₹8.3 L+₹1.2 L (17.1%)Rejected-Finance | L4 | Rejected-Finance 4th lowest bidder | |
| 5 | L5₹9.9 L+₹2.8 L (40.1%)Rejected-Finance HEAD OFFICE R O VILL UPPER BAROT P O FATEHPUR TEHSIL SARKAGHAT DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L5 | Rejected-Finance 5th lowest bidder |
Tender Value
₹5.4 L
EMD Value
₹10,900
Closing Date
5 Aug 2024, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Providing and laying wire crate work (Temporary arrangement for flushing and smooth operation of water supply) along pump house
2024_SIDC_90971_1
Job No. 10
Open Tender
Civil Works
Item Rate
120 days
Mandi
Please refer Tender documents.
9 documents required · 9 mandatory
₹700
₹10,900
4 Oct 2024
25 Jul 2024
6 Aug 2024
25 Jul 2024
5 Aug 2024
25 Jul 2024
Amount
Excavation in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed upto all leads and lifts and as per direction of Engineer-in-Charge.
Wire Crate made of G.I wire filled with Boulder with square cut faces against the wire (wire crate to be measured and paid for separately) G.I wire 5mm thickcorresponding o SWG-8 15cmx15cm.mesh and as per direction of Engineer-in-Charge.
Wire Crate of G.I wire filled with Boulder with square cut faces against the wire (wire crate to be measured and paid for separately) and as per direction of Engineer-in-Charge.
Providing and laying cement concrete 1:6:12 (1cement:6sand:12graded stone agregate 25mm nominal size ) and curring complete excluding cost of form work in foundation and plinth and as per direction of Engineer-in-Charge.
Providing form work with steel plates 3.15 mm thick weled with angle iron in frame 30x30x5 mm so as to give a fair finish including levelling centering, shuttering strutting and propping etc. With wooden battens and ballies, hight of propping and cenring below supporting floor two ceiling and removal of the same for instu- reinforced concrete and plain concrete work in:- Verticle surface and as per direction of Engineer-in-Charge.
Providing and laying cement concrete work 1:1.5:3 (1cement: 1.5sand: 3 greaded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Walls and as per direction of Engineer-in-Charge.
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level and as per direction of Engineer-in-Charge.
P/L PVC Weep hole for R/wall complete in all respect and as per direction of Engineer-in-Charge. 110mm dia
Pramod Kumar
Onkar Chand
RANAUT CONTRACTOR
M/S Palsra Acchru Ram Filling Station (OPC) Pvt. Ltd.
Rakesh Kumar
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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