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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 CrAdmitted-Finance | ₹9.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.2 Cr+₹68.3 L (7.17%)Admitted-Finance | ₹10.2 Cr+₹68.3 L (7.17%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical KHANDAY PLANT NH 44 NIPORA DISTRICT ANANTNAG JAMMU KASHMIR UT INDIA 192102 PH NO 91 7006355099 | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | EIMSIM BABAS INFIRATRUCTURES L1 | PARATECH CONSTRUCTIONS PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00Laying of BM & BC | |||||
| 1.01 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 55,125 | Sqm | 140 ₹77,17,500 Lowest | 140 ₹77,17,500 Lowest |
| 1.02 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 9,187.5 | Sqm | 32 ₹2,94,000 Lowest | 38 ₹3,49,125 |
| 1.03 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | 459.38 | cum | 7,000 ₹32,15,660 Lowest | 7,250 ₹33,30,505 |
| 1.04 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects | 1,653.75 | cum | 8,000 ₹1,32,30,000 Lowest | 8,100 ₹1,33,95,375 |
| 1.05 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributer @ 0.20kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom | 55,125 | Sqm | 25 ₹13,78,125 Lowest | 260 ₹1,43,32,500 |
| 2.00Construction of Retaining Walls | |||||
| 2.01 | Earthwork in excavation by manual means/mechanical means in trenches for foundations of drains, pipes cables etc. over areas not exceeding 1.50 mtr in width & 10 sqm on plan Soil = 70% (35% Manual means, 35% Mechanical means), OR =30% | 1,414.4 | cum | 270 ₹3,81,888 Lowest | 350 ₹4,95,040 |
| 2.02 | P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork | 275.4 | cum | 3,900 ₹10,74,060 Lowest | 3,900 ₹10,74,060 Lowest |
| 2.03 | P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork for Parapets and coping | 61.2 | cum | 6,500 ₹3,97,800 Lowest | 6,700 ₹4,10,040 |
Tender Value
Refer Docs
EMD Value
₹9.7 L
Closing Date
29 Oct 2025, 5:00 pmClosed
Rajendra Prasad
NHIDCL RO Srinagar
R and R of road by way of clearance of landslide, surface boulders, side drain, culverts incl construction of Rwalls and Bwalls and laying of DBM and BC on NH244 from Sinthantop to Vailoo (Km 193.000 to Km 235.000) in the UT of J and K.(2nd call)
2025_NHIDC_881767_1
NHIDCL/RO SGR/NH-244/MandR/01/2025-26
Open Tender
Civil Works
Item Rate
270 days
Srinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
As per Tender Document
₹9.7 L
NHIDCL RO Srinagar
17 Nov 2025
15 Oct 2025
30 Oct 2025
15 Oct 2025
29 Oct 2025
15 Oct 2025
15 Oct 2025 - 23 Oct 2025
23 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Laying of BM & BC | |||||
| 1.01 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | - | Sqm | - | - |
| 1.02 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | - | Sqm | - | - |
| 1.03 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | 1 | cum | - | - |
| 1.04 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects | - | cum | - | - |
| 1.05 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributer @ 0.20kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom | - | Sqm | - | - |
| 2Construction of Retaining Walls | |||||
| 2.01 | Earthwork in excavation by manual means/mechanical means in trenches for foundations of drains, pipes cables etc. over areas not exceeding 1.50 mtr in width & 10 sqm on plan Soil = 70% (35% Manual means, 35% Mechanical means), OR =30% | - | cum | - | - |
| 2.02 | P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork | 1 | cum | - | - |
| 2.03 | P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork for Parapets and coping | - | cum | - | - |
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