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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance | ₹1.7 Cr | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹1.8 CrAccepted-Finance | ₹1.8 Cr | L2 | Accepted-Finance Second Lowest Bidder |
| Sl No | Description | Qty | Unit | M/s Eha Enterprises L1 | M/s Zara Enterprises L2 |
|---|---|---|---|---|---|
| 1.00SH; Launching Pad | |||||
| 1.01 | Sub Grade & GSB | - | - | - | - |
| 1.02 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) | 2,916 | Sq.m. | 650 ₹19.0 L | 650 ₹19.0 L |
| 1.03By Mix in Place Method (Construction of granular sub- base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | |||||
| 1.04 | (I) for grading- I Material | 364.5 | Cum. | 8,400 ₹30.6 L | 8,400 ₹30.6 L |
| 2.00C.C Pavement | |||||
| 2.01Centring and shuttering including strutting, propping etc and removal of form work for : | |||||
| 2.02 | b) Walls including attached buttresses, pilasters, etc. | 1,020.6 | Sqm | 1,111.35 ₹11.3 L | 1,111.35 ₹11.3 L |
| 2.03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 291.6 | cum | 6,936.38 ₹20.2 L | 6,936.38 ₹20.2 L |
| 2.04 | Providing and laying sand cushioning | 29.16 | cum | 1,336.27 ₹38,965.63 | 1,336.27 ₹38,965.63 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
30 Mar 2026, 11:35 amClosed
Executive Engineer
Office of the EE, PWD, Tali Division
C/o Renovation of Helipad at SDO Pipsorang HQ Kolang including re-carpeting, Security fencing, Side Drain and Extension.
2026_PWDAP_3307_1
TD/W-12/DCA/2025-26/ 08
Open Tender
Civil Works
547 days
Kra Daadi
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
EE, PWD, Tali Division
₹1.8 L
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH; Launching Pad | |||||
| 1.01 | Sub Grade & GSB | - | - | 1.25 | - |
| 1.02 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) | - | Sq.m. | - | - |
| 1.03 | By Mix in Place Method (Construction of granular sub- base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | - | - | - | - |
| 1.04 | (I) for grading- I Material | - | Cum. | - | - |
| 2C.C Pavement | |||||
| 2.01 | Centring and shuttering including strutting, propping etc and removal of form work for : | - | - | - | - |
| 2.02 | b) Walls including attached buttresses, pilasters, etc. | - | Sqm | - | - |
| 2.03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | - | cum | - | - |
| 2.04 | Providing and laying sand cushioning | - | cum | - | - |
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