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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED BEING LOWEST BIDDER | |
| 2 | L2₹20.9 L+₹1.1 L (5.30%)Rejected-Finance S 15 SACRED WORLD OPP SACRED HEART TOWN WANWADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | L2 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER | |
| 3 | L3₹23.3 L+₹3.4 L (17.2%)Rejected-Finance | L3 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER | |
| 4 | L4₹31.0 L+₹11.1 L (56.0%)Rejected-Finance | L4 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER |
Tender Value
₹43.2 L
EMD Value
₹86,480
Closing Date
12 Feb 2024, 6:00 pmClosed
CWE KHAFKI
Headquarters CWE Khadki, Military Engineer Services, Range Hills Road, Khadki, Pune-411003
WIDENING OF ROAD AT AUNDH MIL STN UNDER GE(MH AND RH) KHADKI
2024_MES_637483_1
CWE/KKE/TOKEN-73 OF 2023-24
Open Tender
Civil Works - Roads
Item Rate
120 days
KHADKI
AS PER TENDER
6 documents required · 6 mandatory
₹500
Yes
GE MH AND RH KHADKI
₹86,480
Yes
15 Mar 2024
15 Jan 2024
19 Feb 2024
15 Jan 2024
12 Feb 2024
30 Jan 2024
16 Jan 2024 - 22 Jan 2024
Amount
M & L Repairs to pot holes any depth n,exc 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads etc, cutting around edges atleast 25mm in depth, making good by applying tack coat @ 5Kg per 10Sqm of paving bitumen (VG-30), putting in premix bituminous macadam well rammed and sealed with binder 9.8 Kg per 10 Sqm of paving bitumen, blinded with o.09 cum of stone chippings 6.3mm size and again well rammed(including supply of premixed macadam binder and chippings) depth of pot holes exceeding 30mm
M & L for excavating in trenches, soft/loose soil n.exc 1.5m wide and n. exc 1.5m in depth for foundation, etc,or for shafts, wells, cesspits, manholes, pier holes, etc. nexc 10 sqm on plan and n exc 1.5m in depth and getting out. In soft/loose soil and removing the material n exc 50 mtr all as specified and directed by Engr-in-charge. Note :- Rate including cleaning away all grass venetaion, splings, shrubs, brushwood undergroth, roots and trees, not exceeding30 mm girth (measured one mr above ground level) and removing rubbish upto a distance of 50 mtr outside the periphery of the area.
M & L for rolling and consolidating formation surfaces in cutting rolled and consolidated to gradient and chamber with 8 to 10 Ton power rolled complete all as specified and directed by Engr-in-charge.
M & L for providing Granual Subbase i.e GSB of gravel grade 1 as per table 400-1 of morth IRC specification 150mm thick (compacted thikness) spread rolled and consolidated to required gradient and camber using 8 to 10 Ton power roller complete all as specified and directed by Engr-in-charge.
M & L for providing 150mm thick (compacted whickness) WMM with coarse aggregates of Broken trap, Basalt Granite stone of grading 2 (63to 40mm size), spread, rolled and consolidated to gradient and camber required in two layers as MORT&H specification each layers 75mm thick with spread rolled and consolidated to gradient and chamber with 8 to 10 Ton power rolled complete all as directed by Engr-in-charge.
M & L for applying evenly a tack coat with bituminous emulsion tack coat VG-10 @ 7.5 kg per 10 Sqm with sprayer over bituminous macadam etc complete all as specified and directed.
M&L for providing 75 mm thick (consolidated thickness) or less premixed bituminous macadam using paving bitumen (VG-30) @4% by weight of hot mix mixed with aggreagate (as specified) in hot mix plant , rolled consolidated with 8 to 12 ton power/vibratory roller to the required gradient and camber on prepared WBM/Bituminous surfaces all as specified and directed. Note: The contractor quoted the rate shall be deemed to include the following elements: a) The contractor shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work. b) In case variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in the quantity of bitumen shall be adjusted with price adjustment. c) Contractor shall submit the authenticated weight batch receipt for every load of materials brought at site duly marked vehicle number.
M & L for applying evenly a tack coat with bituminous emulsion tack coat VG-10 @ 2.5 kg per 10 Sqm with sprayer over bituminous macadam etc complete all as specified and directed.
M&L for Bituminous premix asphaltic semi dense 30mm consolidated using paving bitumen any penetration with 5.5% binder content by weight of total mix,rolled and compacted to required camber and gradient, dully rolled and compacted to required camber and gradient with 8-12 tonne power roller and vibrating roller etc complete all as specified and directed by Engr-in-charge. Note :- The contractor quoted the rate shall be deemed to include the follwing elements:- (i) The contractor shall get the mix design done through Govt approved lab and shall get the same got approved from GE before incorporating in the work. (ii) Contractor shall submit the authenticated weigh batch receipt for every load of materials brought at site. (iii) In case variation in bitumen content as per approved mix design in comparison with the bitumen shall be adjusted with price adjustment
M&L preparing old bituminous surfaces by brushing with wire brushes for removing cacked mud etc. and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with Bitumen emulsion tack coat VG-10 @ 5.00 Kg/10 Sqm over existing surface etc complete all as specified.
M&L for Bituminous premix asphaltic semi dense 30mm consolidated using paving bitumen VG-30 any penetration with 5.5% binder content by weight of total mix,rolled and compacted to required camber and gradient, dully rolled and compacted to required camber and gradient with 8-12 tonne power roller and vibrating roller etc complete all as specified and directed by Engr-in-charge. Note :- The contractor quoted the rate shall be deemed to include the follwing elements:- (i) The contractor shall get the mix design done through Govt approved lab and shall get the same got approved from GE before incorporating in the work. (ii) Contractor shall submit the authenticated weigh batch receipt for every load of materials brought at site. (iii) In case variation in bitumen content as per approved mix design in comparison with the bitumen shall be adjusted with price adjustment
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 complete all as specified and directed by Engr-in charge.
S&F in repairs Cat Eye of dimensions not less than 100mmX110mmX 20mm, conforming to IRC 67-1977 having road capacity of 40 tones giving reflections on both side. Colour of Cat eye is Red colour as per sample approved.
S & F aluminium die cast, solar stud of dimensions not less than 132mm x 122mm x 72mm flash rate 65 to 75 times per minute as per sample approved.
S&F in repairs tubular delineator with jali made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflecors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150 x 150 x 300mm) type B1 and necessary earhwork complete all as specified and directed by Eng-in charge.
PAVEWAY CONSTRUCTIONS PRIVATE LIMITED
Aadarsh Construction
Shri Sant Cosntruction
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