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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-AOC NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹36.1 L+₹3.2 L (9.84%)Rejected-Finance 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹36.9 L+₹4.0 L (12.1%)Rejected-Finance 116 JAI BHEEM NAGAR POLIPATHAR GWARIGHAT ROAD JABALPUR MP 482008 | JABALPUR | MADHYA PRADESH | 482008 | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹45.4 L
EMD Value
₹90,700
Closing Date
10 Oct 2024, 6:00 pmClosed
CWE JABALPUR
HQ CWE JABALPUR OPPOSITE SUPPLY DEPOT SADAR 482001
WIDENING OF ROAD FROM CMP GATE TO HQ MB AREA GATE (400X3.6 Mtr) OF MB AREA SIG COY UNDER GE (W) JABALPUR
2024_MES_675083_1
81080/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
JABALPUR
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE (WEST ) JABALPUR
₹90,700
Yes
29 Nov 2024
18 Sept 2024
12 Oct 2024
18 Sept 2024
10 Oct 2024
28 Sept 2024
18 Sept 2024 - 27 Sept 2024
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil including clearing all grass vegetation, sampling, brush woods under growth and trees n.exc 30 cm girth complete all as specified and directed.
Rolling and consolidating road formation/hardcore surfaces in cutting with 08 to 12 tonne capacity power roller, watering as necessary including filling in hollowa and depression and consolidating to the required level, gradient and camber complete all as specified and directed.
Scrapping /Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400Sqm and depth n exc 50mm by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber or removing to a distance not exc 50M from the starting point and stacking complete all as directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in soft/ loose soil complete all as specified and directed.
Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed.
Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M&L for brick work with sub class 'B' fly ash bricks, straight or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified & directed.
M&L for WBM 150 mm thick (compacted thickness) in two layer of 75mm thick each, with coarse aggregates (granite/ basalt/ trap) of grading-2 (63mm to 40mm size) or grading-3 (50mm to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller complete all as specified and directed.
Preparing unsurfaced WBM 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 and applying evenly a priming/ tack coat of bituminous primer with bitumen emulsion @ 10 Kg/ 10Sqm by using mechanical sprayer on prepared surface complete all as specified.
M&L for Soling (or sub base) spread thickness of 150 mm with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified.
M&L for applying evenly a priming/ tack coat of bituminous primer with bitumen emulsion @ 5 Kg/ 10Sqm by using mechanical sprayer on black top surface of road complete all as specified.
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 for bituminous premixed asphaltic semi dense concrete 30mm consolidated thickness with minimum 5.5% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Bituminous premixed asphaltic semi dense concrete shall be prepared in hot mix plant only. (ii) Bituminous premixed asphaltic semi dense concrete shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.
M&L for premixed bituminous macadam for consolidated thickness upto 75mm or less with using 19mm graded (Grading 2) stone aggregate with minimum 4.0% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Premixed bituminous macadam shall be prepared in hot mix plant only. (ii) Premixed bituminous macadam shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.
M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5 mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed. Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE. (ii) Shape, size & pattern of marking shall be as approved by GE.
Supply and fix solar cat's eye/ studs of size 125mmx 125mmx 25mm (shank 60mm) with aluminium alloy shell, high efficiency Mono-Crystalline Solar Panel 2.40V/ 0.30Watt having one Ni-Mh or NI-cd rechargable battery (1.2V/ 1600MA), Six Super Bright LEDs with 10,000 to 18,000 mcd (Millicandela) having flash rate 2 Hz and bearable weight 10 tons approx with view distance upto 1000 meters of any colour i.e yellow, red, blue, green or white as required at site, working temp 10o-75o C, working time 3 to 4 days after fully charged battery, charging time 5 to 6 hours from direct sun light, maintenance free, un-breakable poly carbonate clear facing, automatically turns on at night and turns off at dawn including all fixing arrangment as per manufactures instructions complete all as specified and directed.
Supply and fixing 100% water proof metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 using 20mm graded crushed stone aggregate complete all as specified and directed complete all as specified and directed.
M&L for 15mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified & directed.
Hard core of stone (granite/ basalt/ trap) boulders or broken stone of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for Providing precast cement concrete PCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in kerb stone etc. with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar(1:4) complete with joints to match complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping ,benching,bed block for hold fast etc and the like including weathering slightly rounded/ chamfered angles with & including necessary form work for fair faces of concrete, complete all as specified and directed.
M&L for 100 mm thick PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in sub base of paver block complete all as specified & directed.
M&L for prepration of new plastered surfaces of walls and applying two coats of cement base paint over & including a coat of cement based primer complete all as specified & directed.
M&L for 80 mm thick rubber mould reflective surface PU coated, factory made, coloured, Machine pressed precast concrete interlocking paver blocks/ tiles conforming to IS 15658-2006, M-40 designation of section as approved by GE in hard standing, laid dry over & including 50mm thick sand cushion and filling the voids of paver blocks/tiles with dry sand complete all as specified & directed.
Supply and fix in repair aluminium casted cat eye solar reflective type of metal body alloy, size 110mm x 120mm x 20mm fixed with and including MS stud of suitable size as per Manufacturer's instructions complete all as specified and directed. (Make: DA 972 of DARK EYE or equivalent Model of make- Road Star or Green Lite or Sun Lite as approved by GE.
Supplying & fixing 150 mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or fixed to walls/ ceiling with & including necessary clamps of requird size etc complete all as specifed & directed.
Supply, laying and jointing 200 mm nominal bore HDPE double wall corrugated pipe, socketed and sewage pipe having 6.00 m length conforming to IS-16098 Part-2) of SN-4 stiffness with and including necessary jointing materials etc complete all as specified and as directed.
M&L for moorum/ red bajri, spread, rolled and consolidated to gradient and camber as required complete all specified and directed. Note:- (i) Compacted thickness shall be measured and paid. (ii) Rolling/ compaction shall be done by vibromax roller only.
S&F in repair road sign boards frame made of stainless steel (Gde SS-304) pipe 50 mm dia and 3 mm thickness of aluminium sheet including writing of letters and logo in retro reflective tape of appropriate size and PCC size of 300X300X450 mm , 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in foundation for embedding of boards complete ( height of sign board above GL should be 2.8 m and 450 mm below GL and width 1.2 mtr) including taking down of old wooden/MS board of any description complete all as specified and directed.
M&L for shifting of pole including disconnecting of electric line, excavation in post hole, PCC in foundation , making good the disturbed portion and connecting with existing cable including trenching, laying, sand cushioning, brick protection etc for the cable and including application of two coat of aluminium paint to pole complete all as specified and directed.
Schedule of credit of Rs. 4,500.00 to be deducted during AOC
M/s PARASRAM MULCHANDANI (BID ID -3135732)
M/S Modern builders (BID ID -3125502)
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