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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.2 LAccepted-AOC | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹39.9 L+₹43,015 (1.09%)Rejected-Finance | L2 | Rejected-Finance Being not lowest | |
| 3 | L3₹43.5 L+₹4.0 L (10.1%)Rejected-Finance KOTHI NO 901 2ND FLOOR PHASE 3B 2 SAS NAGAR MOHALI PB 160059 | MOHALI | SAS NAGAR | PUNJAB | 160059 | L3 | Rejected-Finance Being not lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical Not qualified due to two class below the eligible class and have not submitted/ uploaded the requisite docs to fulfil the eligibility criteria. |
Tender Value
Refer Docs
EMD Value
₹1.0 L
Closing Date
15 Sept 2021, 6:00 pmClosed
CWE Ambala
HQ CWE Ambala
CA NO. CWE/AMB/NORTH/T-11 OF 2021-22 REPAIR TO ROADS, BERMS, ROAD FURNITURE AND CONNECTED WORKS IN THE AREA OF AGE B/R-I UNDER GE (NORTH) AMBALA CANTT
2021_MES_452690_1
CA NO. CWE/AMB/NORTH/T-11 OF 2021-22
Open Tender
Civil Works - Roads
Item Rate
120 days
Ambala Cantt
Contractor shall be enlisted with MES in Class C and above and Category a i or a v and for un-enlisted refer tender documents
9 documents required · 9 mandatory
₹1,000
Yes
GE NORTH AMBALA CANTT
₹1.0 L
Yes
30 Sept 2021
18 Jun 2021
17 Sept 2021
18 Jun 2021
15 Sept 2021
3 Sept 2021
18 Jun 2021 - 1 Sept 2021
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 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 paving bitumen of Grade VG-10 @ of 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: The quoted rate shall deem to include for preparation of level sheets by contractor before laying SDAC over BM as directed at site.
Material and labour for Bituminious premix semi-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) @ 5.5% 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 semi 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. (iii) A recovery @ Rs 38.00 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 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) 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 II @ 250 gms per sqm 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 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 road convex mirror of dia 800mm, 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 any 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 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 repair retro reflective sign board of size 1.8 mtr x 1.20 mtr made out of ACP sheet 3-5mm thick and fixed on SS 304 series hollow welded tubular of 40mm dia. The board shall be sheeted with reflective tape of blue/green colour, letter shall be written both sides in white colour writing of approved colour (Upto 60 letters on each side of board) of required shape and size as approved by GE. The sign board supported on 02 Nos post of 60mm dia Stainless steel (SS) hollow welded pipe 304 grade 3mtr long duly welded or fixed with SS nut bolts of required size as approved by GE. SS pipe shall be fixed to the ground with 02 Nos 50 x 50 x 5 mm size 50 CM long two MS angle iron welded to the bottom of SS hollow welded poles including necessary excavation, returning filling and SS poles with sign board to be fixed with and including plain cement concrete (1:2:4) type B-1 of size 0.60 x 0.60 x 0.60 mtr complete all as specified and as directed. Note:- The sheet thickness of 40mm SS pipe shall not be less than 2mm and for 60mm it shall not be less than 2.3mm.
All as per item No 9 above but of size 1.2 mtr x 0.90 mtr, complete all as specified and as directed
Note:- Amount of credit of Rs. 26320.00 for retrieved materials is mentioned in Schedule of Credit Page No. 18R of tender documents in pdf form which will be deducted offline while acceptance of tender.
Inder Pal and Co
M/s VARINDER PAL SINGH AND CO
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