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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC AMLA TOLA DISTT KATIHAR BIHAR 854105 | KATIHAR | BIHAR | 854105 | ₹1.3 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹1.4 Cr+₹9.6 L (7.36%)Rejected-Finance C O BLUE STAR MEDICAL HALL BAGDOGRA DIST DARJEELING WB | BAGDOGRA | DARJEELING | WEST BENGAL | ₹1.4 Cr+₹9.6 L (7.36%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹1.4 Cr+₹10.2 L (7.84%)Rejected-Finance 100 GIRISH GHOSH ROAD DONBOSCO LILUAH HOWRAH WEST BENGAL 711202 | HOWRAH | WEST BENGAL | 711202 | ₹1.4 Cr+₹10.2 L (7.84%) | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹1.4 Cr+₹11.0 L (8.46%)Rejected-Finance 30 HAREN MUKHERJEE ROAD HAKIMPARA SILIGURI 734 001 DARIEELING WB | DARJEELING | WEST BENGAL | 734001 | ₹1.4 Cr+₹11.0 L (8.46%) | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹1.4 Cr+₹11.0 L (8.49%)Rejected-Finance C O BIKASH CHAKRABORTY OPPOSITE GITAM NURSERY SCHOOL NEAR BAGHAJATIN PARK PO SILIGURI DISTT DARJEELING WEST BENGAL 734401 | DARJEELING | WEST BENGAL | 734401 | ₹1.4 Cr+₹11.0 L (8.49%) | L5 | Rejected-Finance Other than lowest bidder |
Tender Value
₹1.4 Cr
EMD Value
₹2.1 L
Closing Date
11 Dec 2023, 6:00 pmClosed
CWE Bebgdubi
Headquarters Commander Works Engineer Bengdubi Post-Bengdubi Distt-Darjleeling (WB)
REPAIRS TO ROADS AT CERTAIN LOCATION AT SUKNA MIL STN UNDER GE SUKNA
2023_MES_628102_1
8191/S/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Sukna
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE Sukna
₹2.1 L
HQ CWE Bengdubi
10 Feb 2024
13 Nov 2023
16 Dec 2023
13 Nov 2023
11 Dec 2023
5 Dec 2023
23 Nov 2023
Amount
Scarifying or picking of existing WBM/gravelled macadam or bituminous macadam surfaces of area n. exc 400 sqm and depth exc 50 mm and n.exc 100 mm including removing of debries etc from site to a distance n.exc 50 metres, complete all as specified and directed.
M&L for laying 75mm thick (compacted thickness) WBM with coarse aggregate of grading 2 (63 to 40 mm size) (lime stone, sand stone, flint or Quartzite), spread, rolled with power roller 8 to12 tonnes & consolidated to gradient/camber required etc, complete all as specified and directed.
M&L for preparation of unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc., sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt and applying evenly a priming /tack coat with cationic bitumen emulsion SS-1 confirming to IS 8887 @ 0.70-1.00 kg/sqm on surface of WBM as specified in table 500-5 of MoRTH specification for road and bridge work 2013, using mechanical sprayer complete all as specified and directed.
M&L for preparation of existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt and applying evenly a priming /tack coat with cationic bitumen emulsion RS-1 confirming to IS 8887 @ 0.20-0.30 kg/sqm on bituminous surface as specified in Table 500-5 of MORTH specification for road and bridge work 2013, using mechanical spraye, complete all as specified and directed.
M&L for premix bituminous macadam with 4% binder content (paving bitumen of grade VG-30) by weight of total mix prepared in hot mix plant, laying of mix with self propelled sensor based mechanical paver, duly rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and vibrating roller (consolidated thickness 75mm or less) etc, complete all as specified and directed. Notes:- The contractor's quoted rates shall also be deemed to include the following elements: (i) The contractor shall get the mix design done through Govt. approved Lab/ NABL approved Lab and the same shall be got approved from the GE before providing Bituminous Macadum. (ii) In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs 55 per Kg.
M&L for Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content (paving bitumen of VG-30 grade) by weight of total mix prepared in hot mix plant, laying of mix with self propelled sensor based mechanical paver, the surfaces rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and tandem vibrating roller etc complete all as specified and directed. Notes:- The contractor's quoted rates shall also be deemed to include the following elements: (i) The contractor shall get the mix design done through Govt. approved Lab/ NABL approved Lab and the same shall be got approved from the GE before providing SDAC. (ii) In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.55 per Kg . (iii) The thickeness of SDAC indicated above is the minimum thickness, Further, it is clarified that no payment for the addl. thickness in case required to be provided to achieve the desired levels, slope & making good the undulations etc, all as directed by the GE, shall be made.
All as per item 6 above but for 30mm consolided thickness of semidense asphaltic concrete.
S&F in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions, etc. complete all as specified and directed.
M & L for thermoplastic road marking paint, white or golden yellow @ 5kg/Sqm, conforming to BS-3262 applied on road/pavement as in lines, dashes, arrows, letters etc, exc 10 cm in width & of thickness not less than 2mm, with and including combination of retro-reflective glass beads 300 gm/ Sqm all as per manufacturer's instructions, using special applicator machine etc, complete all as specified & directed.
Material and Labour for repairs to pot holes, any depth, not exc 1.0 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc, cutting around edges to atleast 25 mm in depth, making good by applying tack coat of cationic bitumen emulsion RS-1 confirming to IS 8887 @ 0.20-0.30 kg/sqm , putting in premixed asphaltic semi dense concrete minimum 25 mm consolidated thickness with 5% of binder content of paving bitumen VG - 30 grade by weight of total mix (premixed material prepared in hot mixed plant), pre- mixed material laid with self propelled mechanical paver, finished inlcuding rolling and compacting the surfaces to required gradient and camber with 8 to 12 tonne power roller and tandom vibrating roller etc, complete all as specified and as directed. Notes : (a) Rate quoted shall also be deemed to include for making good of any undulation/damages in wearing surfaces, where semi dense asphaltic concrete to be laid. (b) The binder content for the semi dense ashphaltic bituminous concrete to be provided under the above item shall be worked out on proportionate basis of the design mix formula approved for the SDAC item here-in-before and binder content shall be provided accordingly, contractor shall quote his rates considering the bitumen contents as 5%. Any variation in binder content shall be adjusted at the rate of Rs 55.00 per Kilogram of binder.
Demolition of cement concrete (un reinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level), including removal of debris ouside the premises, Complete all as specified and directed.
M&L for 75mm thick PCC type C-2, 1:3:6 (using 40mm graded stone aggregate) as in sub-base finish and rough, complete all as specified and directed.
M&L for 100mm thick PCC type D-2, 1:4:8 (using 40mm graded stone aggregate) as in sub-base of flooring/hard standing/pavings/plinth protection etc, finished even and smooth without using extra cement, complete all as specified and directed.
M&L for cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregates) as in kerb for sides of path, water troughs and the like including weathering, slightly rounded or chamfered angles and throating etc including necessary form work, complete all as specified and as directed.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed.
S&F in repair 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 thermoplastic 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, complete all as specified and directed.
S&F in repair 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. complete all as specified and directed.
S&F in repair Solar road delineator, 6 LEDs of colour red/ yellow housed in plastic body, LEDs, solar cells, battery and light sensor well protected inside polycarbonate sheet, device protected with powder coated wire mesh cage, System mounted over 47 mm dia steel tube powder coated of length 600mm having sheet foot for firm grip to ground, delineator to have additonal reflective bands, System workable for 2-3 days (nighsts) after full charge for 8-10 hours, fixing arranement shall be as per manufactures instructions complete all as sepcified and directed.
S&F in reapair Speed braker of size 420 mm width and of height 70-75 mm made out of strong weather- resistant hardened rubber capable to with stand weight of the vehicles comprising of segments of colour black/ Yellow, length of one segment 490-500 mm and having 2 x 2 = 4 numbers glass reflective lenses suitable for fixing with 4 steel zinc plated 12 x 120 mm nails and type of fixing shall be as per manufacturers instructions completed all as specified and directed.
M & L for Continuous brick edging with width equal to the width of the brick, laid dry on end vertically with burnt clay bricks of sub class B including demolition of existing brick edging laid dry from road sides including necessary earth work, complete all as specified and direceted.
NEO BUILDERS
M/S R. K. INDUSTRIES
MS ORIENT ENGINEERING WORKS
M/S B D ENTERPRISE
M/S JYOTI SHARMA AND SONS
M/S TARAN INFRACON
B.B. Enterprise
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