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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC P O BALASAUR ROAD KOTDWAR OPP PRINCE WEDDING POINT DISTT PAURI GARHWAL KOTDWAR UTTARAKHAND 246149 | PAURI GARHWAL | UTTARAKHAND | 246149 | ₹14.7 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹16.2 L+₹1.5 L (10.2%)Rejected-Finance B 145 VIKAS NAGAR COMMANDER CHOWK NEW DELHI 59 PIN 110059 | WEST DELHI | DELHI | 110059 | ₹16.2 L+₹1.5 L (10.2%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹19.5 L+₹4.8 L (32.7%)Rejected-Finance 5D 32B GALI NO 8 VISHNU GARDEN TILAK NAGAR WEST DELHI 110018 | DELHI | WEST DELHI | DELHI | 110018 | ₹19.5 L+₹4.8 L (32.7%) | L3 | Rejected-Finance Other than lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical The bidder is not having appropriate Category |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
18 Apr 2025, 6:00 pmClosed
CWE Hills Dehradun
HQ CWE Hills Mall Road Dehradun Cantt 248003
REPAIR MAINTANANCE OF ROAD AND ROAD FURNITURE AT KOTDWARA UNDER AGE(I) LANSDOWNE
2025_MES_701921_1
87239/LDN/E8
Open Tender
Civil Works - Roads
Item Rate
150 days
AGE(I) Lansdowne
Class E Cat a (v)
6 documents required · 6 mandatory
₹500
Yes
AGE(I) Lansdowne
₹40,000
Yes
14 Jul 2025
20 Mar 2025
26 Apr 2025
20 Mar 2025
18 Apr 2025
5 Apr 2025
Amount
M&L Preparing black top surface by brushing with brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc on black top/concrete surfaces than applying evenly priming tack coat with paving Bitumen VG-10 grade over the prepared surface by mechanical sprayer @ 5 kgs/10 Sqm of surface area complete all as specified and directed.
M&L for Repair to pot holes any depth not exceedng 30 mm and area n exc 1.00 sqm each including sweeping free from dust and mud or water scouring sunken surface in roads, path etc cutting around edges to at least 25mm in depth , sweeping with brooms and finally fanning the cleaned surface with gunny bag to remove all loose dirt etc and applying evenly priming tack coat @ 5 kgs per 10 Sqm with Paving Bitumen VG-10 grade over the prepared surfaces by mechanical and including laying premixed bituminious macadam with Paving Bitumen VG-10 grade @ 4% by weight of total mix, well rammed and sealed with paving Bitumen VG-10 grade @ 9.8 kgs per 10 Sqm blinded with 0.09 Cum of stone chipping of size 6.3mm and again well rammed and rolled using 8 to 10 tonne capacity power roller (including supply of pre-mixed macadam, binder and chipping), complete all as specified and directed.
M&L Premix bituminous macadam laid, rolled and compacted to required gradient and camber consolidated thickness not exceeding 75 mm with 4% binder of paving Bitumen VG-30 grade, content by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher complete all as specified and directed.
M&L for applying bituminous premixed semi dense asphaltic concrete 40 mm thick (consolidated thickness) with 5.50% binder of paving Bitumen VG-30 grade, content by weight of total mix including cement filler, on surfaces, rolled compacted with using 8 to 10 tonne capacity power roller to achieve the required compactness, camber and gradient mixed in hot mix plant using design mix and laid by mechnaical paver finisher complete all as specified and directed. NOTE:-(i) The actual binder content used shall be as per optimised content based on approved job mix formula irrespective of what ever indicated in Sch 'A'. (ii) Price adjustment shall be done on MINUS side only @ Rs. 55,000/- per MT (without considering the permissible tolerance on minus side) with reference to binder content indicated in Sch 'A'. (iii) No Price adjustment for Bitumen shall be done for variation on plus side. (iv) Please note that SDAC to be laid immediately after laying of BM. In case the SDAC could not be laid within 48 hours of laying of BM, primer coat @ 3Kg / 10Sqm to applied over freshly prepared bituminous surface and nothing extra shall be paid by the Govt. on this account. No claim what so ever shall be entertained by Govt on this account.
M&L for preparation of existing bituminous surfaces, removing, dust, dirt grease and other foregion matters etc to receive the markign and M&L for thermo plastic (Reflective) line, dashes, arrows, letters etc of following size wide marking, having 2.5 mm thickness (average) of uniform surface finish conforming to BS 3262 (Part 1) 1989 read in conjunction with the MOST specification 803 clause 4.2.2 on bituminous surfaces in white/yelow clour and super imposed with glass beads confirming to BS 6088 read in conjuction with and MOST specification 803 clause 4.3.3 complete all as specified and directed:- Note: - MOST specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by the GE. Shape & size/ patterns of marking shall be as approved by the GE.
width exc 10cm wide.
Demolition of PCC in ground floor and pavings not exc 15 cm thickness below or above ground level including removal of rubbish out side MOD land complete all as specified and directed.
M&L Cement concrete work in Road/Path/ Hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed. Using Cement OPC grade 43 only, Rate to be deemed in the same item for OPC cement. No extra payment shall be made. Note :- (i) The design mix shall be got done from approved lab and got approved from GE/AGE (I) before commencement of work. (ii) In the event of variation in the design mix in the minimum cement content will be adjusted through supply only rate at market rate or procurment rate whichever is more for cement. However no plus adjustment shall be applicable, if excess quantity of cement content is used/ approved in the execution of work under this items. (iii) Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC: 15-2017.
M&L forming expansion joints 12 mm wide and thickness of concrete slab 150 mm, filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing with sealing compound grade 'A' complete all as specified and directed.
M&L for forming Contraction (Dummy) joints 50 mm deep x 10 mm wide , filled with sealing compound Grade A complete all as specified and directed.
M&L for forming construction joints 30 mm deep x 10 mm wide filled with sealing compound grade 'A' complete all as specified and directed.
M&L for 75 mm thick PCC (1:3:6) type C2, (40 mm graded stone agg) as in sub base of floor/ complete all as specified and directed.
M&L for spike rolling to surface or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed.
M&L for 60mm thick coloured rubber moulded glossy finish machine pressed precast concrete interlocking paver block, M-35 Grade with pre-polished, coloured/ laquar finish any shape and size, as approved confirming to IS 15658-2006 with and including over 50 mm thick stone dust/ sand cushining complete all as specified and directed.
M/s Candid Mask Networks Pvt Ltd (BID ID -3283509)
ANANYA CONSTRUCTION CO. (BID ID -3283897)
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