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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC A 31 RAJENDRA NAGAR BAREILLY UP 243122 | BAREILLY | BAREILLY | UP | 243122 | L1 | Accepted-AOC Being Lowest Bidder | |
| 2 | L2₹23.2 L+₹3.1 L (15.7%)Rejected-Finance 00 LALPUR KICHHA ROAD RUDRAPUR KICHHA RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263148 | UDAM SINGH NAGAR | UTTARAKHAND | 263148 | L2 | Rejected-Finance Being Higher Bid | |
| 3 | L3₹23.2 L+₹3.2 L (16.0%)Rejected-Finance | L3 | Rejected-Finance Being Higher Bid | |
| 4 | L4₹25.9 L+₹5.9 L (29.4%)Rejected-Finance | L4 | Rejected-Finance Being Higher Bid | |
| 5 | L5₹26.5 L+₹6.5 L (32.4%)Rejected-Finance | L5 | Rejected-Finance Being Higher Bid |
Tender Value
₹26.0 L
EMD Value
₹51,940
Closing Date
18 Aug 2023, 6:00 pmClosed
CWE Bareilly
HQ, CWE, MES, Station Road, Bareilly
CA NO.CWE BLY/GE (E) /29 OF 2023- 2024 PROVN OF BITUMINOUS ROAD FROM AMN DUMP TO PM-1 POST UNDER GE (EAST) BAREILLY
2023_MES_609723_1
8200/B/759/E8
Open Tender
Civil Works
Item Rate
180 days
Bareilly
As per NIT
6 documents required · 6 mandatory
₹500
GE ( E ) Bareilly
₹51,940
Yes
6 Oct 2023
19 Jul 2023
21 Aug 2023
19 Jul 2023
18 Aug 2023
4 Aug 2023
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/loose soil complete all as specified and directed.
Removing excavated material to distance n.exc. 50m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
Rolling and consolidating formaiton surfaces in cutting using 8 to 10 Tonne power roller completed all as specified and directed
M&L for 150 mm thick soling (or sub base) in two layer (Each layer 75mm thickness) with broken boulders or quarried stone inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. Note:- Each layer shall be measured separately.
M&L for 150 mm thick (compacted thickness) WBM in two layer with coarse aggregates of grading 1 (63 to 40mm size) spread, rolled and consolidated to gradient and camber required with 8 to 10 tonne power roller complete all as specified and directed Note:- Each layer shall be measured separately.
M&L for Preparing 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 dirts etc and applying evenly a priming/tack coat with bituminious primer at 10kg/10sqm (paving bitumen) complete all as specified and directed.
M&L for premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note- (i) Aggregates for Bitumnous works shall confirm to clause No 20 B 2.5 of SSR 2009 (Part-I (Specifications) with the following constrants :- Aggregate passing 26.5 mm IS Sieve- 100% Aggregate passing 13.20 mm IS sieve-60% to 80% Aggregate passing 4.75mm IS sieve-20% to 30% Aggregate passing 2.36 mm IS sieve-5% to 10%
M&L for applying evenly a priming/tack coat with bituminous primer at 5 Kg per 10 sq metre using paving bitumen over Bitumin macadam portion complete all as specified and directed.
M&L for bituminous premix semi dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder content of paving bitumen 80/100 (VG-30 grade) by weight of total mix and mixed in hot mix plant and laid by mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 tonne power roller complete all as specified and directed. Note :(i) Design Mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. (ii) Aggregates for Bituminous works shall conform to clause No 20 B 2.5 of SSR 2009 Part- I Note for item No. 5 : Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 40/- per kg of bitumen (less consumed) shall be made on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula.
M&L 75mm thick moorum/red bajri, spread, rolled and consolidated to gradient and camber required watering, ramming/rolling and finishing to required size shape etc complete all as specified and directed
Supply and fixing 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 including MS stud of suitable size as per manufactures instrucitons
Supply and fix in repair solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mmx125mmx25mm shank 65mm) of high efficiency mono crystafie solar panel 2.4V/0.3 watt one Ni-ed rechargeable battery (1.2V/1600MA) conssisting of super bright LED with 10,000 to 18,000 mcd completed as per manufacturerers insturction etc all as specified and directed.
S&F in repair road rummble straight 300mm x 150mm made out of hard acrylic polymers of colour yellow and black with both side reflector for fixing with suitable bitumin and including filling PCC 1:2:4 complete good finish surface all as specified and directed
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.
s r enterprises
M/S SATEESH PAL SINGH TOMAR
JALAKASH
M/s Agarwal Builders
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