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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.8 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹43.5 L+₹2.5 L (6.21%)Rejected-Finance | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹53.8 L+₹12.8 L (31.3%)Rejected-Finance | L3 | Rejected-Finance Other than lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical Due to not enlisted in eligible class |
Tender Value
₹59 L
EMD Value
₹1.1 L
Closing Date
25 Dec 2023, 6:00 pmClosed
CWE Mathura
HQ CWE Mathura
As per tender documents
2023_MES_626180_2
CWE/MTR/BPR 2023-24
Open Tender
Civil Works
Item Rate
180 days
GE Bharatpur
As per NIT documents
7 documents required · 7 mandatory
₹1,000
GE Bharatpur
₹1.1 L
Yes
5 Jan 2024
6 Dec 2023
27 Dec 2023
6 Dec 2023
25 Dec 2023
12 Dec 2023
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surface in area n exc 400 sqm & depth exc 50mm & n exc 100 mm deep and removing n exc 250m complete all as specified and directed.
M&L for 75 mm thick (compacted thickness) WBM for disturbed portion of road with coarse aggregates (lime stone/sand store, flint or quartzite) of grading 2 (63 to 40 mm size) or grading 3 (50 to 20 mm size), spread, rolled and consolidated to required gradient, camber and super elevation to match with existing surface rolled with 8-10 tonne power roller apllying & brooming requisite type screening/binding material fill up interstices of coarse aggregate ,watering & compacting to reqd density complete all as specified and directed.
M&L for 75 mm thick (compacted thickness) WBM for disturbed portion of road with coarse aggregates (lime/sand store, flint or quartzite) of grading 2 (63 to 40 mm size) or grading 3 (50 to 20 mm size), spread, rolled and consolidated to required gradient, camber and super elevation to match with existing surface rolled with 8-10 tonne power roller complete all as specified and directed but except material. NOTE: Material obtained from item No. 1.00 of scarifying shall be reused
M&L for 100 mm thick (compacted thickness) WBM for disturbed portion of road with coarse aggregates (lime stone/sand store, flint or quartzite) of grading 1 (90 to 40 mm size),, spread, rolled and consolidated to required gradient, camber and super elevation to match with existing surface rolled with 8-10 tonne power roller apllying & brooming requisite type screening/binding material fill up interstices of coarse aggregate ,watering & compacting to reqd density complete all as specified and directed.
M&L for 100 mm thick (compacted thickness) WBM for disturbed portion of road with coarse aggregates (lime stone/sand store, flint or quartzite) of grading 1 (90 to 40 mm size),, spread, rolled and consolidated to required gradient, camber and super elevation to match with existing surface rolled with 8-10 tonne power roller apllying & brooming requisite type screening/binding material fill up interstices of coarse aggregate ,watering & compacting to reqd density complete all as specified and directed. NOTE: Material obtained from item No. 1.00 of scarifying shall be reused
Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed.
M&L to Preparing to unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed.
M&L to applying evenly a priming tack coat of paving bitumen VG-10 @ 10 Kg per 10 Sqm complete all as specified & as directed.
M& L applying evenly a priming tack coat of paving bitumen VG-10 @ 5 Kg per 10 Sqm complete all as specified & as directed
M&L for bituminous semi dense asphaltic concrete 30 mm consolidate thickness with 5.5.% binder content paving bitumen VG-30 by weight of total mix and OPC-43 grade using as filter material laid with mechanical paver rolled and compacted with 8 to 12 tonne power roller to required camber and gradient complete all as specified and directed. Note for item No 3:- (i) Bituminous concrete shall be mixed in hot mix plant, transported from plant to work site and laid/spread by means of mechanical paver finisher . (ii) Filler for bituminous concrete shall be OPC-43 grade @2% of total mix. (iii) Contractor shall quote his rate on the basis of binder as mentioned in this item. If there is any negative variation in the actual binder content used as per design mix approved by GE, the rate shall be adjusted @ Rs. 40.00 per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than as specified in said item. (iv) Work shall be executed as per design mix approved by GE.
M&L for premix bituminous, macadam using with paving bitumen of any penetration of consolidated thickness 75mm or less with 4% binder content by weight of total mix, laid & rolled and compacted to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed.
Supply and fixing cat eye reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.
Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction including removing old paint by paint remover of burning of blow lamps & cleaning with scrapers for removing all durt /dust & other foreign matters at site & managing traffic control etccomplete all as specified and directed.
Demolition of cement concrete in ground floors and pavings n exc 15 cm thick (above or below ground level) complete all as specified and removing all debris outside of MOD land.
M&L for sand cushioning 25 mm thick spread and levelled over sub base complete all as specified and directed.
M&L 100 mm thick PCC 1:4:8 type D2 using 40 mm graded aggregate as in sub base complete all as specified and directed.
M&L machine pressed precast concrete interlocking paver block with rubber mould type any shape and size conforming to IS 15658-2006 of 80mm thickness M-40 grade of concrete as in floors/ pavements and design with grey cement and pigment bases, complete all as specified and as directed.
M&L factory made precast PCC solid block (1:2:4) type B-1 using 20mm graded stone aggregate as in kerb stone of size 300mmx300mmx150mm setting in cm (1:4) etccomplete all as specified and directed.
AMIT RISHABH BUILDERS PRIVATE LIMITED
M/S MAKHIJA TRADERS
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