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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-AOC VILAGE WARD NO 7 NALAGARH TEHSIL NALAGARH DISTT SOLAN HP | L1 | Accepted-AOC AOC | |
| 2 | L2₹26.8 L+₹2.2 L (8.77%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹28.1 L+₹3.5 L (14.4%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | L4₹38.0 L+₹13.4 L (54.5%)Rejected-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 176090 | L4 | Rejected-Finance 4th lowest bidder |
Tender Value
₹39.2 L
EMD Value
₹79,000
Closing Date
9 Dec 2024, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Development of Industrial Area Mandyarpur( Kirpalpur) Teh. Nalagarh Distt. Solan (HP).
2024_SIDC_95943_1
Job No. 11
Open Tender
Civil Works
Item Rate
90 days
Nalagarh
Please refer Tender documents.
10 documents required · 10 mandatory
₹4,600
₹79,000
5 Mar 2025
29 Nov 2024
10 Dec 2024
29 Nov 2024
9 Dec 2024
29 Nov 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
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 1:2:4 (1 cement:2Sand:4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement all work upto plinth level
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top?most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 mtr All kinds of soil
gobind sahib enterprises (BID ID -454693)
SIMRAT CONSTRUCTION (BID ID -454699)
sujal (BID ID -454685)
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tech_eval.pdf
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fin_eval.pdf
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