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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST AFTER CONSIDERING SCH OF CREDIT AND DISCOUNT AS APPLICABLE | |
| 2 | L2₹26.2 L+₹49,290 (1.92%)Rejected-Finance NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹27.5 L+₹1.8 L (7.07%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
Refer Docs
EMD Value
₹67,000
Closing Date
21 Apr 2021, 6:00 pmClosed
CWE Jabalpur
HQ Commander Works Engineer, Supply Marg, P B No. 54, Jabalpur
Special repair to road and other misc work from pentinaka to cobra complex gate and Vinay Rao enclave gate to Adhikari enclave gate under GE (W) Jabalpur
2021_MES_432390_1
81922/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
GE (West) Jabalpur
As per NIT
7 documents required · 7 mandatory
₹500
GE (West) Jabalpur
₹67,000
Yes
2 Jun 2021
23 Mar 2021
23 Apr 2021
23 Mar 2021
21 Apr 2021
7 Apr 2021
23 Mar 2021 - 6 Apr 2021
Amount
Basic Rate : Refer Schedule'A' Notes
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed.
Excavation over areas, not exceeding 1.5m deep 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 material (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 sand filling under floors or in foundation or path or pavings including watering and consolidation complete all as specified and directed.
M&L for 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 PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation, filling, mass concrete and sub base of floors, path/ paving etc complete all as specified & directed.
M&L for machine cut cudappa stone slab 20-25 mm thick as in cover slab, jointed in CM 1:3 and pointed with grey cement slurry mixed with pigment to match the shade of the slab complete all as specified and directed.
M&L for preparing old painted concrete/ kerb stones, asbestos cement or plaster surfaces of any description over 10cm in width or girth and applying two coats of plastic emulsion paint over and including a coat of priming paints plaster coat complete all as specified and directed.
Dismantling of ashlar facings, dressed stone work and pre-cast concrete articles, kerb stones etc complete all as specified and directed.
M&L for factory made precast kerb stones with plain or interlocking joints as approved by GE, chamfers, weatherings, throating etc and setting in cement mortar (1:4) but except kerb stones complete all as specified & directed. Note:- Old kerb stones as obtained from "dismantling of kerb stones" here-in-before shall be used after cleaning & stacking and quoted rate shall be deemed to be inclusive of these provisions also.
Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar ficings, dressed stone work and pre-cast concrete articles complete all as specified and directed.
M&L for brick work with sub class 'B' old size bricks, straight or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified & 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.
M&L for 75mm thick 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.
M&L for repair to potholes any depth, not exc 1.0Sqm 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, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) 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 paving bitumen VG-30 @ 10 Kg/ 10Sqm by using mechanical sprayer on prepared surface complete all as specified.
M&L for repair to potholes any depth, not exc 1.0Sqm 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, making good by applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder i.e. paving bitumen VG-30 @ 9.80Kg/ 10Sqm, blinded with 0.09 Cum of stone chippings of 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc 30mm complete all as specified and directed.
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 applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm by using mechanical sprayer on black top surface of road complete all as specified.
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 bituminous premixed asphaltic semi dense concrete 40mm 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 2.5mm 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. Make of Road Marker Paint/ Compound:- Asian or Thermoline as approved by GE. 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 in repairs, CAT'S EYE/ RAISED PAVEMENT MARKER/ ROAD STUDS designed to provide enhanced, dependable road guidance to motorists in bad weather conditions, made out of strong ABS moulded body with polycarbonate/ PMMA (Acrylic) micro prismatic reflectors ultrasonically welded on the moulded ABS body for maximum retro reflection in wet and dry conditions and to be fixed with Epoxy- Resin based adhesive or Special Hot Melt Bitumen adhesive avoiding nails etc complete all as specified and directed. Make: 3M 290 Series of Road Star or equivalent Model of make- Dark Eye or Green Lite or Sun Lite as approved by GE.
Supply and fix in repairs, 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. Make: DA 110 (DHRUV) of DARK EYE or equivalent Model of make- Road Star or Green Lite or Sun Lite as approved by GE.
Dismantling of existing road sign board of any descrition/ size and making good the disturbed surfaces as per existing including removal from site complete all as directed.
Supply and fix stainless steel frame suitable for sign board made out of stainless steel (SS-304 Grade) pipes and other sections as required at site and fixed on the ground after necessary excavation and earth work in any type of soil, embeding the frame post on the ground with & including PCC (1:2:4) type B1 using 20mm graded stone aggregate (minimum PCC block size 200mmx 200mmx 200mm for proper grouting) complete all as specified and directed.
Supply and fix 4mm thick aluminium composite panel (ACP), LDPE core thickness 3.5mm and top & bottom skin 0.25mm thick of size as required at site and colour as approved by GE and fixed on stainless steel frame as in sign board with proper riveted/ bolted complete all as specified and directed. Make:- Eurobond or equivalent brand other make as approved by GE. Note:- Supply and fixing of stainless steel frame shall be measured and separately under respective item of BOQ here-in-before.
Supply and fix HIP retro-reflective type-IX sheet of size & shape as required at site and colour & pattern as approved by GE fixed on aluminium composite panel (ACP) sheet complete all as specified and directed. Make of HIP retro-reflective type-IX sheet:- 3M(TM) or equivalent brand of other make as approved by GE. Note:- Supply and fixing of aluminium composite panel (ACP) sheet shall be measured and separately under respective item of BOQ here-in-before.
Writing letters or figures (Block, Roman, Italian or Indian), arrows, stops, commas, short lines, dashes, hyphens, brackets etc of HIP retro-reflective type-IX sheet as required at site and colour & pattern as approved by GE, fixed on sign board complete all as specified and directed. Make of HIP retro-reflective type-IX sheet:- 3M(TM) or equivalent model of other make as approved by GE. Note:- Shape & size of sticker, letters & numbers etc shall be as approved by GE.
M&L for 80mm thick rubber mould reflective factory made coloured pre cast PCC interlocking paver blocks/ tiles confirming 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. Make:- Mehtab Tiles, Indore (MP) or Nitco, Mumbai or Mayur Tiles & Interlocking pavers, Lucknow or Star Tiles & Industries, Ramadevi, Kanpur as approved by GE.
M&L for dismantling of existing 80mm thick factory made pre cast PCC interlocking paver blocks/ tiles of any description and cleaning & re-fixing/ laid dry the same on ground after leveling/ making good the ground surfaces by earth filling or sand filling as required/ as directed; over & including 50mm thick sand cushion and filling the voids of paver blocks/tiles with dry sand complete all as specified & directed. Note:- Earth filling or sand filling as required for making good the ground surfaces shall be measured & paid separately under respective items of BOQ.
M&L for 110mm bore, UPVC pipes (SCH-40) with and including jointing and jointing materials and necessary fittings if required as in weep holes complete all specified and directed.
Dismantling/ demolition and taking up/ breaking up drain pipes (SGSW, AC or RCC) of internal dia 300mm, set in cement mortar complete all as specified and directed.
M&L for reinforced concrete pipes 300mm bore with collars, class NP2 laid in trenches and jointed in CM 1:1 complete all as specified and directed.
M&L for concrete bed to drain pipes 300mm bore including packing under and haunching against the sides of pipes after they are laid and TESTED; in cement concrete 1:3:6 type C2 using 40mm graded stone aggregate complete all as specified and directed.
Schedule of credit amount of Rs.10,600.00 to be deducted during AOC
J.P ENTERPRISES
M/s ESS KAY Construction
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