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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.6 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹37.9 L+₹3.9 L (11.4%)Rejected-Finance | L2 | Rejected-Finance Other Than L1 | |
| 3 | L3₹49.5 L+₹15.5 L (45.6%)Rejected-Finance 1 757 NEAR REHMAN BUILDING NAVEEN SHAHDARA DELHI SHAHDARA DELHI 110032 | SHAHDARA | DELHI | 110032 | L3 | Rejected-Finance Other Than L1 |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
19 Feb 2020, 6:00 pmClosed
CWE Amritsar
CWE Amritsar Old Cantt Amritsar
SPECIAL REPAIR TO ROAD FROM PUNJAB OFFR MESS TO TANK CHOWK IN ZONEI AND JADUNATH SAINIK INSTITUTE TO KV NO1 CHOWK AT TIBRI MIL STATION UNDER GE GURDASPUR
2020_MES_319497_1
CWE/ASR-58/2019-20
Open Tender
Civil Works
Item Rate
180 days
GE Amritsar
Class D or E
Category a i
7 documents required · 7 mandatory
₹500
GE Gurdaspur
₹84,000
5 Mar 2020
29 Jan 2020
21 Feb 2020
29 Jan 2020
19 Feb 2020
13 Feb 2020
Amount
Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 Sqm and depth exc 50 mm but not exc.100 mm including screening of road metal chippings on site, removing the unserviceable material to a distance not exc 50 metres away and stacking serviceable material for reuse complete all as specified and directed.
Material and labour for 75mm thick (compacted thickness) WBM with crushed coarse aggregate (granite, trap or basalt) of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne power roller complete all as specified.
All as per Srl item No 02.00 here-in-before but except materials Note:- Serviceable material obtained from Srl Item 01.00 shall be reused.
Material and labour for premix bituminous macadam, using paving bitumen any penetration @ 4% binder (bitumen VG-30) content by weight of total mix laid, rolled and compacted with 8 to 10 tonne power roller, to required gradient and camber complete all as specified and directed.
Material and labour for preparing unsurfaced Water Bound Macadam (WBM) by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning with gunny bags to remove all loose dust and applying evenly a priming / tack coat with bituminous primer (VG-10) @ 10 Kg per 10 Sqm and providing bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder (bitumen VG-30) content by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne roller complete all as specified and directed.
Material and labour for preparing existing black to surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning with gunny bags to remove all loose dust and applying evenly a priming / tack coat with bituminous primer (VG-10) @ 05 Kg per 10 Sqm and providing bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder (bitumen VG-30) content by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne roller complete all as specified and directed.
Material and labour for marking lines, dashes, arrows, letters etc, on road pavement and the like, of any width with thermoplastic white paint, 2 mm thick, applied hot with thermostat machine conforming to BS 3262 and according to the specifications laid down by IRC & MOST (Ministry of Surface Transport), specifications 2011 (4th revision) complete all as specified and directed.
Material and labour for repair to pot holes, any depth, area of pot holes not exc 1 Sqm each, including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc, cutting around edges to at least 25mm in depth and making good by applying tack coat with paving bitumen (VG-10) @ 05 Kg per 10 Sqm, putting in premix as specified for bitumenous carpet, well rammed and sealed with premixed sand seal coat (6.8 Kg of binder with 0.06 Cum of sand) again well rammed to true surface complete all as specified and directed.
Supply and fixing, in replacement, road solar stud, size 125x125x25mm made from aluminium alloy and PC construction, solar powered by monocrystel solar panel alongwith high capacity rechargable battery (LED - 10mm, 3 pieces each side and total 6 pieces used for high brightness) water proof confirming to IS-67-1977 having load capacity of 40 tonnes complete all as specified and directed. Make:- Dark Eye Cat Part No DA-110 or equivalent of makes specified in 'List of Makes'
Supplying and fixing, in replacement, for road delineator ABS round body, reflective reflectors (Amber/Red colour) and mounted on MS pipe 100mm dia duly powder coated overall length 1000mm fitted with anti rust and theft steel net including welding of mild steel flat iron at bottom of delineator of size 25x5mm, 150mm long , necessary excavation and embeded in PCC block 1:2:4 type B1 of size 30x15x30cm complete all as specifed and directed Make:- Dark Eye Model No DA-74 or equivalent of Makes specified in list of Makes
Supply and fixing, in replacement, CAT EYE, yellow colour road studs ABS plastic body confirming to IS-67-1977 having road capacity of 40 tonnes heavy reflector yellow colour both side complete all as specified and directed. Make:- Dark Eye Cat Part No DA-110 or equivalent of TATA/ BP Solar India Ltd/ Green Lite
Demolition of cement concrete, any description in ground floor and paving, not exc 15 cm thick (below or above ground level) and disposal of unserviceable materials, debris and rubish to a distance not exc 500m complete all as specified and directed.
Material and labour for 40 mm thick cement concrete 1:2:4, type B-1, using 20 graded stone aggregate as in floor, finished the surface even & smooth complete all as specified.
Material and labour for continuous brick edging using sub class 'B' bricks, with width equal to the width of the brick, laid dry on end vertically complete all as specified.
Material and labour for cement concrete 1:3:6, type C-2, using 40 graded stone aggregate as in foundation filling, mass concrete complete all as specified.
Material and labour for 100 mm thick cement concrete 1:4:8, type D-2, using 40 graded stone aggregate as in sub base complete all as specified.
Material and labour for machine pressed precast concrete interlocking coloured paver block, any shape and size, conforming to IS 15659-2006, 60mm thick, M-40 grade with grey cement and pigment laid over and including 25mm thick sand cushion including filling in joints with sand complete all as specified.
Material and labour for cement concrete 1:2:4, type B-1, using 20 graded stone aggregate as in roof kerb or mud stop, rounded or chamfered on edges and the like including necessary form work complete all as specified.
Demolition of brick work built in cement mortar, seperation, cleaning and stacking of serviceable bricks for reuse and removal of debris,rubbish to a distance exc 400 m but not exc 500m complete all as specified.
Material and labour for brick work with sub Class 'B' old size bricks, straight or curved on plan exceeding 6 metre mean radius, built in cement mortar 1:4 complete all as specified.
All as per Srl Item No 20.00 here-in-before, but except bricks. Note:- Serviceable bricks obtained from Srl item No 45.00 shall be reused.
Material and labour for 15mm thick cement plaster in CM 1:4 on brick or concrete surfaces and finishing the surface even and smooth (without using extra cement) including two coats of cement base paint over a coat of primer after preparation of surface complete all as specified.
GORAYA AND CO
M/s Walia Construction Co.
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