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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC BANKIM CHANDRA ROAD HAKIMPARA SILIGURI DIST DARJEELING PIN 734001 W B | JALPAIGURI | WEST BENGAL | 734001 | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND BEING L1 BIDDER | |
| 2 | L2₹19.0 L+₹1.3 L (7.36%)Rejected-Finance 14 NATIONAL COMMERCE HOUSE BUILDING CHURCH ROAD SILIGURI DAJEELING WEST BENGAL 734001 | DARJEELING | WEST BENGAL | 734001 | L2 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 3 | L3₹19.4 L+₹1.7 L (9.52%)Rejected-Finance VILL POST BARANACHINA PS DINHATA DIST COOCH BEHAR 736135 | COOCHBEHAR | WEST BENGAL | 736135 | L3 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 4 | L4₹20.0 L+₹2.3 L (12.7%)Rejected-Finance | L4 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER |
Tender Value
₹19.5 L
EMD Value
₹39,000
Closing Date
13 Feb 2024, 6:00 pmClosed
CWE BINNAGURI
HQ CWE BINNAGURI, BINNAGURI CANTT, JALPAIGURI, WEST BENGAL, PIN-735232
SPECIAL REPAIRS TO ROAD AT OFFICE COMPLEX AND LIVING AREA AT AAO SILIGURI COMPLEX UNDER GE SEVOKE ROAD
2023_MES_632384_2
8113/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
SEVOKE ROAD MIL STN
AS PER NIT
8 documents required · 8 mandatory
₹500
GE SEVOKE ROAD
₹39,000
Yes
20 Mar 2024
23 Jan 2024
15 Feb 2024
23 Jan 2024
13 Feb 2024
30 Jan 2024
Amount
M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50 mm but not exceeding 100 mm deep including removing stacking and deposing off, complete all as specified and directed by Engineer-in-charge.
M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregate of granite, trap or Basalt of grading 2 (63 to 40mm size), or of grading 3 (50 to 20 mm size) spread, rolled and consolidated to gradient and camber with 8 to 12 tone power roller, complete all as specified and directed by Engineer-in-charge.
M&L for premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen Vg-30 @ 4% (minimum) by the weight of total mix of any pernetration compacted to required gradient and camber with 8 to 12 tone power roller, complete all as specified and directed by Engineer-in-charge. NOTE : (i) No extra allowances shall be admissible to the contractor if the bitumen content is required more than 4% by the weight of total mix as per approved design. The contractor shall quote the rate accordingly.
Repair to potholes any depth, not exc 1.00 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm 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 by Engineer-in-charge.
M&L for applying evenly priming / tack coat with catonic emulsion (RS-1) @ 3.5Kg/ 10 Sqm using paving bitumen, complete all as specified and directed by Engineer-in-charge.
M&L for preparing un-surfaced water bound macadam by brushing with wire brushes for removing caked 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 by Engineer-in-charge.
M&L for applying evenly priming / tack coat with catonic emulsion (RS-1) @ 2.5Kg/ 10 Sqm using paving bitumen on black top surface, complete all as specified and directed by Engineer-in-charge.
M&L for bituminous premix asphaltic semi dense concrete 40mm consolidated thickness (minimum) with 5.5% binder content of paving bitumen Gde-VG-30 by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and pre-mixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified in the relevant clauses of SSR Part-I (2009) and, complete all as specified and directed by Engineer-in-charge Note : (a) Rate deemed to be included for making good of any undulation/damages in wearing surfaces, where semi sense asphaltic concrete to be laid. (b) Semi dense ashphaltic bituminous concrete shall be designed as specified and binder content shall be provided as per design mix, contractor shall quoted his rates considering the bitumen contents as 5.5%. Any variation in binder content on minus side shall be adjusted at the rate of Rs 50.00 per kilogram of binder but vartiation in binder plus side shall not be paid extra contrator shall quote accordingly.
M&L for Continuous brick edging with old size sub class 'B' bricks, with width equal to the width of the brick laid dry on end vertically including demolition of old unserviceable brick edging, complete all as specified and directed by Engineer-in-charge.
Surface dressing not exc. 15 cm deep in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge.
M&L for Shingle filling in floor or paving, laid in layers n.exc 15cm thick, spread, levelled and blinded with earth and rammed including watering, complete all as per specified and as directed by Engineer-in-charge.
M&L for 2.5 mm thick painting to road surfaces as in lines, dashes, arrows, letters , zebra crossing etc on roads, pavements and like with thermoplastic road marking paint @ 5 kg/Sqm and applying glass beads @ 300 gms/Sqm over painted surfaces while the painted surfaces are hot by mechanical means including cleaning surfaces, complete all as specified and directed by Engineer-in-charge. (Note. The painting shall be carried out through mechanical appliances by the company's approved applicatior).
Providing and laying 60 mm 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 per specified and as directed by Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as per specified and as directed by Engineer-in-charge.
Supply and fix in repair of 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 and complete all as specified and directed by Engineer-in-charge.
Supply and fixing in repair of 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 and complete all as specified and directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.
KAMALA INDUSTRIES
PULAK SAHA
M/S TARAN INFRACON
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