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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹15.4 L+₹99,081 (6.90%)Rejected-AOC | L2 | Rejected-AOC Not lowest | |
| 3 | L3₹15.5 L+₹1.2 L (8.13%)Rejected-AOC 411 STREET NO 4 PANCHVATI NAGAR BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | L3 | Rejected-AOC Not lowest | |
| 4 | L4₹19.6 L+₹5.2 L (36.4%)Rejected-AOC WZ 1391 31 B NANGAL RAYA NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | L4 | Rejected-AOC Not lowest | |
| 5 | L5₹19.8 L+₹5.5 L (38.1%)Rejected-AOC | L5 | Rejected-AOC Not lowest |
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
18 May 2020, 6:00 pmClosed
CWE Ambala
Headquarter Commander Works Engineer Ambala Mansfield Road Ambala Cantt
Special repairs of road in location of 5 Madras under GE South Ambala Cantt
2020_MES_337712_1
CWE/AMB/SOUTH/T-09 OF 2020-21
Open Tender
Civil Works - Roads
Item Rate
90 days
AMBALA CANTT
All as per tender documents
8 documents required · 8 mandatory
₹500
Yes
GE SOUTH AMBALA CANTT
₹42,000
Yes
24 Jun 2020
7 Apr 2020
20 May 2020
7 Apr 2020
18 May 2020
9 May 2020
7 Apr 2020 - 9 May 2020
Amount
Material and labour for repair to pot holes of any depth not 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 chipping) depth of pot holes exceeding 30mm complete all as specified and directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sq m, exceeding 50 mm and not exceeding 100mm deep complete all as specified and directed.
Material and labour for water bound macadam, 75mm thick (compacted thickness), using course aggregates of limestone/ sandstone/ flint/ quartzite of grading 2 (63 to 40mm size), blinded with stone screening type 'A', spread, watered, rolled and consolidated to gradient and camber as required by using power roller 8 to 12 Tonne capacity complete all as specified and directed.
Material and labour for preparation of unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc, sweeping with air compressor to remove all loose dirt etc and applying evenly priming /tack coat using paving bitumen (Grade VG-10) at the rate of 10 Kgs per 10 Sqm on prepared surfaces complete all as specified and directed.
Material and labour for preparation of black top bituminous 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 GRADE VG-10 @ of 5 Kg per 10 sqm complete all as specified and as directed.
Material and labour for premixed,Bituminous Macadam with 4% binder content by weight of total mix, rolled and compacted to required camber and gradient with paving bitumen of grade VG-30 grade using mechanical paver and rolling with 8 to 10 tonne power roller/ tandem vibrating roller etc complete all as specified and directed.
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. Note- Bituminous premix semi dense asphaltic concrete shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii)Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE, before laying the SDAC. (iii) A recovery @ Rs 38.19 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 retro-reflective thermoplastic road marking paint with glass beads exc 10cm width or girth hot applied on road surface mechanically confirming to BS-3262 and according to the specification laid down by IRC and MOST(Ministry of surface transport) specification 2001(4th revision) etc, complete all as specified and directed.
Supply and fix in repairs 'Solar Road stud 125x125x25 mm. Solar Road stud made from Aluminium alloy ,Solar powered by monocrystal solar pannel 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 Engineer-in-Charge/GE.
Supply and fixing (in repairs), 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 sides) 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.
Note:- Amount of credit of Rs. 17,910.00 for retrieved materials is mentioned in Schedule of Credit Page No. 52 of tender documents in pdf form which will be deducted offline while acceptance of tender.
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