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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.1 CrAccepted-AOC | ₹5.1 Cr | 1 | Accepted-AOC Rate quoted by the agency was found to be lowest |
| 2 | 2₹5.9 Cr+₹77.5 L (15.2%)Rejected-Finance 1506 SECTOR 16 17 HISAR SECTOR 16 17 HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹5.9 Cr+₹77.5 L (15.2%) | 2 | Rejected-Finance Rate quoted by the agency is on higher side |
| 3 | 3₹6.5 Cr+₹1.4 Cr (28.1%)Rejected-Finance | ₹6.5 Cr+₹1.4 Cr (28.1%) | 3 | Rejected-Finance Rate quoted by the agency is on higher side |
| 4 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.8 Cr
EMD Value
₹9.6 L
Closing Date
25 Nov 2019, 5:00 pmClosed
Supreitending Engineer Projects
SE 4 Office plot no 44 Sec 32 GMDA Gurugram
Special repair estimate of Asset id 4 (Sec 27/28 dividing road ) ,Asset id 8 (Sec 43/53 dividing road) and Asset id 9 (Sec 42/54 dividing road)
2019_HRY_103924_2
Job No. 9/2019/Infra-I/Project
Open Tender
Civil Works - Roads
Works
180 days
Gurugram
As per Bidding document
3 documents required · 3 mandatory
₹1
GMDA
₹9.6 L
Yes
9 Jan 2020
31 Oct 2019
26 Nov 2019
31 Oct 2019
25 Nov 2019
31 Oct 2019
Amount
Providing and laying of tack coat of paving bitumen 80/100 of approved quality @.30kg/100sqm on existing black surface including cleaning etc. complete as per MORT&H specification clause-503 (including cost of bitumen).
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 VG-30 @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.
Milling of distress bituminous layer upto 40mm depth in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) fitted with loading conveyor for loading the milled material directly on the truck i/c hauling and stock picking the reclaimed material near the central recycling plant or reclaiming to bring to required specification to reuse with the approval of Engineer-in-charge for safe disposal with all leads and lifts complete in all respect. Note:- The un-utilized quantity of reclaimed bituminous mix material shall be a recovery item
Providing and fixing GI chain link fencing with 50*50 mm opening with 4 mm wire complete in all respect including MS angle ,flats ,channel ,nut, bolt ,washer, square bar ,tee and channels as per drawing and to entire satisfaction of Engineer-in-charge
Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Materials obtained from dismantling of bituminous layer have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specification) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material . This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under: Bituminous material @ 1821.00/- per cum Note: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual scarifying and if material after scarifying is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price
Precast GRC paving tiles M-40 , 22 mm thick in ordinary cement in various colours to be laid jointed with neat cement slurry with pigment to match the shade of the tiles & over the base in floors(of make Dalal/KK/Unistone). complete in all aspects to the entire satisfaction of engineer in charge
Providing and fixing of Kohinoor (KE-43) Ms Pipe delineator (brand Kohinoor, diameter - 48mm, material-iron, Model number- KE-43, reflective tape- high visibility, shape- circular. Visibility-500m, weight-1.5 kg, length-900mm).
"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) degrees 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 in all respects and as per direction and entire satisfaction of Engineer-in-charge. at spacing 2mtr
Providing and laying of thermoplastic paint 2.5mm 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
Providing and laying spreading and compacting Granular Sub-base (GSB) material of natural sand, murram, gravel crushed stone and combination thereof as per MORT&H specification complete in all respect upto entire satisfaction of engineer-in-charge
Bidder Name
Amount
Divine Construction Co.
MAHENDER SINGH CONTRACTOR
Aditiya Chugh
MAHENDER SINGH CONTRACTOR
Divine Construction Co.
MAHENDER SINGH CONTRACTOR
Divine Construction Co.
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