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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.0 LAccepted-AOC | L1 | Accepted-AOC Being lowest and reasonable | |
| 2 | L2₹79.9 L+₹8.8 L (12.3%)Rejected-Finance | L2 | Rejected-Finance Being not lowest | |
| 3 | L3₹80.8 L+₹9.6 L (13.5%)Rejected-Finance | L3 | Rejected-Finance Being not lowest | |
| 4 | L4₹85.3 L+₹14.2 L (19.9%)Rejected-Finance | L4 | Rejected-Finance Being not lowest |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
15 Jun 2022, 6:00 pmClosed
CWE Ambala
Headquarter Commander Works Engineer Ambala Mansfield Road Ambala Cantt
REPAIR, RESURFACING AND PAINTING OF ROADS AND REPLACEMENT OF ROAD FURNITURE OF AGE BR-II UNDER GE (SOUTH) AMBALA CANTT
2022_MES_521381_1
CWE/AMB/SOUTH-08 OF 2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Ambala Cantt
All as per tender documents
9 documents required · 9 mandatory
₹1,000
GE SOUTH AMBALA CANTT
₹1.7 L
Yes
22 Jun 2022
2 May 2022
17 Jun 2022
2 May 2022
15 Jun 2022
3 Jun 2022
2 May 2022 - 2 Jun 2022
Amount
Material and labour for repair to pot holes of any depth, exceeding 1.00 Sqm each, including sweeping free from dust and mud or water, scoring sunken surfaces in roads/ path etc, cutting around edges to at least 25mm and more as per site requirement in depth and making good by applying tack coat of paving bitumen @ of 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 cum of stone chippings 6.3mm size and again well rammed (including supply of premixed macadam binder and chippings) for depth of pot holes exceeding 30mm complete all as specified and directed.
Material and labour for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sq m and not exceeding 50 mm and disposal of old retrieved material from site complete all as specified and directed.
Material and labour for preparation of unsurfaced macadam surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a bituminous tack coat of paving bitumen of Grade VG-10 @ of 7.5 Kg per 10 sqm complete all as specified and as directed.
Material and labour for premixed, bituminous macadam using 4% binder content of paving bitumen of grade VG-30, by weight of total mix, rolled and compacted with 8 to 12 tonne power road roller to required gradient and camber using full width mechanical sensor paver with string sensor (consolidated thickness not exceeding 75 mm) complete all as specified and directed. Note: (i) The quoted rate shall deem to include for preparation of level sheets by contractor before laying DAC over BM as directed at site. (ii) A recovery @ Rs 52.00 per kg shall be made if the bitumen content in design mix is found on lower side but no adjustment shall be made if the bitumen content is found on higher side than specified.
Material and labour for preparation of black top bituminous surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a bituminous tack coat of paving bitumen of Grade VG-10 @ of 2.5 Kg per 10 sqm complete all as specified and as directed.
Material and labour for Bituminious premix dense asphaltic concrete 30mm thick (consolidated thickness), pre-mixed, hot mix, with coarse aggregate of grading 1 as per MORT&H specification in single layer using paving bitumen (grade VG-30) @ 6% by weight of the total mix as per design mix including supply and mixing of filler (OPC cement) laid, rolled and compacted to required gradient and camber using full width mechanical sensor paver with string sensor and compacted with 8 to12 tonne power vibratory road roller including taking down of existing cat eyes and refixing of cat eyes after laying premix complete all as specified and directed. Note- (i) Bituminous premix dense asphaltic concrete shall prepared in central computerised hot mix plant. complete all as specified and as directed. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE, before laying the SDAC/DAC. (iii) A recovery @ Rs 52.00 per kg shall be made if the bitumen content in design mix is found on lower side but no adjustment shall be made if the bitumen content is found on higher side than specified. Material and labour for laying bituminous premix semi dense asphaltic concrete 30mm (consolidated thickness) using with 5.5% of binder (grade VG-30) content by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver and rolled with 10-12 tonne capacity vibratory road roller rolled to uniform smooth surface ,complete all as specified and as directed.
Material and labour for preparation of new or existing black top surfaces, removing dust, dirt, grease & other foreign matters etc. to receive the marking and applying hot applied thermoplastic road marking paint (white/yellow) conforming to BS-3262-1989 inclusive type I reflectorising glass beads as per table 800-3, 800-4 of MORT&H applied in uniform thickness of at least 2.00mm and 10cm wide and spread uniformly with reflectorising glass beads type I & II as per Clause 803.4.3 of MORT&H specifications with a road marking machine as per IRC: 35 ,with traffic diversion arrangements if required, complete as per MORT&H specification clause 803.4, complete all as specified and directed. Note: The road marking machine shall be approved by GE.
Supply and fixing in replacement of cat eye, dual (62 beads minimum), aluminium casted body, of size 100mm x 100mm x18.5mm, having ABS plastic strip containing 62 mini retro reflective glass beads of colour white/red/yellow on both sides (minimum 31 beads on each side) and fixed complete with steel zinc plated nails/stud of dia 12mm and of length 120mm complete all as specified and directed . Note:- (i) Fixing arrangement shall be as per manufacturer's instructions. (ii) Designed to bear 25 Tonnes load and having impact strength of 253 KN.
Supply and fixing in replacement Solar Road stud of size 125x125x25 mm, made from Aluminium alloy, solar powered by monocrystal solar panel with following specification:- (i) Battery Type-. One high capacity Ni-Cd rechargeable battery. (ii) View distance of solar stud shall not be less than 1000 mtrs. (iii) LEDs shall be 10mm, 3 pieces each side and total 6 pieces for high brightness of different colours (iv) Back up time shall not be less 12 hours of continous lighting at night. (v) Designed to bear 25 Tonnes load and having impact strength of 253 KN. Note-Colour shall be decided by GE/Engineer-in-Charge.
Supply and fixing in replacement road convex mirror of dia 60cm, fitted in orange colour cap body of ABS with glass mirror made up of unbreakable poly-carbonate, including MS pipe vertical post with stainless steel brackets, including excavation of post holes in soil of size 0.50m x 0.50m and embedding of vertical posts in and including PCC 1:2:4 type B-1 using 20mm graded mechanically crushed stone aggregate complete all as specified and as directed.
Supply and fixing in replacement metal tubular delineator made out of ABS round body fitted with 02 Nos 65mm dia highly reflective reflectors made out PMMA and mounted on 45/50mm dia mild steel pipe of 600mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate in block size 150mm x150mm x300mm complete all as all as specified and as directed.
Supply and fixing speed bumps made up of polyethylene plastic of size 495mm x 420mm x 70mm each (black and yellow colour pattern interlocked alternately), UV stabilized, studded with reflectors on both sides, interlocking type, including drilling 4 Nos holes to road surface and fixing with lag bolts with anchor and washers,complete all as specified and as directed. Make: Model No DA 1001 of Dark Eye or equivalent of makes as specified. Note:- (i) Fixing arrangement shall be as per manufacturer instructions. (ii) Designed to bear 25 tonnes load and having impact strength of 253 KN.
Note:- Amount of credit of Rs. 15430.00 for retrieved materials is mentioned in Schedule of Credit Page No. 17 of tender documents in pdf form which will be deducted offline while acceptance of tender.
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