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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 CrAccepted-AOC N A | ₹10.5 Cr Quoted ₹5.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.0 CrRejected-AOC 37 205 A 2 A 1 BUNDHU KATRA GWALIOR ROAD AGRA 282001 | AGRA | UTTAR PRADESH | 282001 | ₹6.0 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not qualified as per approved DNIT. |
| 4 | Not Admitted-Fee/PreQual/Technical FARIDABAD FARIDABAD HARYANA | FARIDABAD | HARYANA | 121001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹19.7 L
Closing Date
22 Mar 2021, 5:00 pmClosed
Executive Engineer (P), Infra-I, GMDA, Gurugram
Executive Engineer (P), Infra-I, GMDA, Plot No.3, Sector-Gurugram
Strengthening Work of 30 Meter Wide road from Old Delhi Road to Airtel Office at NH 48 Sanath Road Gurugram
2021_HRY_161485_1
Job No. 1/2021/Infra-I
Open Tender
Civil Works
180 days
Gurugram
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19.7 L
Yes
21 Jun 2021
2 Mar 2021
23 Mar 2021
2 Mar 2021
22 Mar 2021
2 Mar 2021
Amount
Appd Item Loosening and Compaction or Replacement of Sub grade with existing soil and with replaced new soil of CBR 8% if existing soil is suitable up to a depth of 0.5 m below from top of subgrade with 98%density as per MORT&H Specifications
Appd Item Providing and laying spreading and compacted Granular Sub Base (GSB) 250 mm thick of natural sand, murram, gravel crushed stone and combination thereof as per MORT &H specification (confirming to clause 401 coarse graded, grading-II as per table 400.2 MORT&H) including spreading on the prepared Sub grade with the help of motor grader of adequate capacity maintaining the required grade during operation rolling with vibratory roller of minimum 8-10 tonne (MORT&H 401.2.2) with the grade and cross fall (camber) to be checked and any high spot or depression which become apparent corrected by removing or adding fresh material including cost of tools, and plants, carriage of material from stacks, templates, barrier, lighting arrangement at night Chowkidar & Mtc. Of diversion etc. complete in all respect as per MORT&H specification latest edition drawing & direction of Engineer-in-charge. Density of GSB as laid 2gms /c.c.
Appd Item Providing and laying 225 mm thick spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in Mechanical Mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH specification for road and bridge of 2013 as per drawing and design directed by the Engineer complete in all respect as per clause no. 406.
Appd Item Providing and Laying Prime coat on new WMM surface with bitumen 75 kg hundred sqm (Including cost of Primer)
Appd Item Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm On the prepared bitumen/granular surface cleaned with mechnical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MORT&H specification (N.S)
Appd Item Providing and laying Bituminous macadam on prepared surface with specified graded crusher aggregates for base/binder course including loading agg. With F.E. Loader& heating of binder aggregates & filler in hot mixing plant of stone aggregate.(3.40% Bituminous)
Appd Item Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.25 kg. per sqm On the prepared bitumen/granular surface cleaned with mechnical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MORT&H specification (N.S)
Appd Item Providing and laying 80 mm thick compacted Dense Bitumen Macadam (DBM) using coarse aggregate size ranging from 26.5 mm to 90 micron and bitumen grade VG - 30 grade with bitumen contents of minimum 4.5% of total weight of mix prepared including consolidation as per by latest MORT&H section 500 & 507 specification. Providing and laying 80 mm thick compacted Dense Bitumen Macadam (DBM) using coarse aggregate size ranging from 26.5 mm to 90 micron and bitumen grade VG - 30 grade with bitumen contents of minimum 4.5% of total weight of mix prepared including consolidation as per by latest MORT&H section 500 & 507 specification.
Appd Item Providing and laying 40 mm thick bituminous concrete with 100-120 TPH batch type TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, coarse aggregate of nominal size 11.2 mm grade – I and coarse sand of size 2.80mm to 90 micron, premixed with bituminous binder CRMB-55 @5.40% percent by weight of mix and cement filler, transporting the hot mix to work site, laying [ as per 501.5.3 to 501.5.4] with a sensor paver & with finisher of sensor paver will be minimum 7 M wide and rolling with road roller and vibratory roller with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers [ as per MORT & H clause 501.6 & 501.7] to achieve the desired compaction as per MORT & H specification clause No. 509 complete in all respect. (40mm thick), giving density not less than 2.40 gm/cc to the entire satisfaction of the Engineer-in-Charge.
Appd Item Providing and laying of thermoplastic paint 2.5 mm thick to be marked with automatic machine of 100 mm width marking on central line on roads, as per MORTH specification No. 803 including cost of paint material and contingency material as required complete in all respect to the entire satisfaction of Engineer-in-charge (Hitco make) or any other reputed make as asked by the Engineer-in-Charge.
Appd Item Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface SUB HEAD : 16- ROAD WORK 1008 using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. at spacing 2mtr
Appd Item Supply and Erection of one Single arm Bracket suitable for fixing 2 Nos. LED made of 40mm dia 1meter Long G.I. pipe with the support of 25 mm dia of 900mm Long. Bracket should have an angle of 15 digree with horizontal plane with a 450mm Long cap of suitable size for fixing on Top of octagonal pole having top dia 70mm and having threads and Nuts & Bolts for fixing it. Complete in all respects with labour and material up to the entire satisfaction of Engineer -In-charge of the work
Appd Item Supply and Erection of one Double arm Bracket suitable for fixing 2 Nos. LED made of 40mm dia 1meter Long G.I. pipe with the support of 25 mm dia of 900mm Long. Bracket should have an angle of 15 digree with horizontal plane with a 450mm Long cap of suitable size for fixing on Top of octagonal pole having top dia 70mm and having threads and Nuts & Bolts for fixing it. Complete in all respects with labour and material up to the entire satisfaction of Engineer -In-charge of the work
Bidder Name
Amount
jain construction co.(GSTN-06AAEFJ4717B1ZT)
P C Gupta and Co(GSTN-06AAEPG5955G1ZR)
jain construction co.
P C Gupta and Co
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