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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹35.2 LAccepted-AOC | l1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹36.0 L+₹72,839.02 (2.06%)Rejected-Finance PLOT NO 46 WARD NO 08 OPPOSITE RADIO TOWER SAGAR ROAD TILAK NAGAR BIKANER 334003 RAJ | BIKANER | BIKANER | RAJASTHAN | 334003 | L2 | Rejected-Finance L2 FOR REJECTED | |
| 3 | L3₹36.9 L+₹1.5 L (4.37%)Rejected-Finance D 5 CC COLONY DELHI 7 | L3 | Rejected-Finance L3 FOR REJECTED | |
| 4 | l4₹42.4 L+₹7.1 L (20.1%)Rejected-Finance | l4 | Rejected-Finance L4 FOR REJECTED | |
| 5 | Rejected-Technical MAIN BAZAR SURANKOTE DISTT POONCH 185121 J K | SURANKOTE | POONCH | J K | 185121 | - | Rejected-Technical UN-ENLISTED DUE TO CHANGE IN CONSTITUTION INVOLVED |
Tender Value
Refer Docs
EMD Value
₹78,000
Closing Date
17 Apr 2021, 6:00 pmClosed
HQ COMMANDER WORKS ENGINEER SRI GANGANAGAR
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
CWE SGNR-113 of 2020-21 PROVN AND WIDENING OF ROAD AT SRI GANGANAGAR MIL STATION
2021_MES_428859_1
CA NO. CWE SGNR - 113 OF 2020-21
Open Tender
Civil Works - Roads
Item Rate
90 days
SRI GANGANAGAR
CLASS-d
CATEGORY-a(i) and a(v)
10 documents required · 10 mandatory
₹500
Yes
₹78,000
Yes
11 May 2021
20 Mar 2021
20 Apr 2021
20 Mar 2021
17 Apr 2021
3 Apr 2021
Amount
Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil including surface preparation as per proper gradiant and camber with well ramming all as specified and directed by Engr-in-charge.
Rolling and consolidating formation surface in cutting and filling with power roller exc 8 tonne and n.exc 12 tonne complete all as specified and directed by Engineer-in-Charge.
M&L for 150 mm thick soling (or Sub base with broken boulders or quarried stones, inter stices filled surface formed and rolled and consolidated to required gradient and camber with power Roller n.exc 12 tonne complete all as specified and directed by Engineer-in-Charge.
M/L for providing two layers of 7.5 cm thick each (compacted thickness) WBM with granite trap or basalt stone course aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mmsize), spead rolled with power roller exc 8 tonne but not exc 12 tonne to from true surface binded and consolidated to reuired gradient and camber complete all as specified and directed by Engineer-in-Charge.
M&L for preparing surface 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 dirt on unsurface WBM and applying evenly a priming / tack coat with bituminous primer paving bitumen VG 30 grade @ 10 Kg per 10 sq metre over new WBM surface complete all as specified and directed by Engineer-in-Charge.
M&L for bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder (bitumen of grade VG-30) content by weight of total mix using mechanical paver, rolled and consolidated to required camber and gradient with 8 to 12 tonne power roller to a uniform smooth surface complete all as specified and directed by Engineer-in-Charge.
M&L continuous brick edging, bricks sub class 'B' old size with width equal to the width of brick, length or brick equal to depth of edging, laid dry on end vertically including necessary earth work, embedding bricks at depth as indicated and temping around bricks and removal of surplus soil to a distance not exceeding 50 metre and deposited complete all as specified and directed by Engineer-in-Charge.
M&L for Painting lines, dashes, arrows, letters, etc. on road pavement and the like exc 10 CM vide using thermoplastic road marking (white/yellow) paint with 8% glass beads using special applicator machine with heating arrangement up to 160 degree Celcious complete all as specified and directed by Engineer-in-Charge.
S&L Moorum/red bajri filling in floors or paving, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering for road work all as specified and directed by Engr-in-Charge.
Removing excavated material (Soil) not exceeding 50 mtrs & depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer - in - Charge.
Preparing of black top 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 dirt etc and applying evenly a priming coat /tack coat with paving bitumen @ 5kg/10Sqm including bituminous premix asphaltic semi-dense concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix by using machnical paver rolled and compacted to required camber and gradient with by 8 to 12 tonne power roller complete all as specified and directed by Engr-in-Charge.
S&F cat eye of size 75mm x 75mm completed all as specified and as directed by Engineer in charge . Make : Dark Eyes/ Surya Enterprises/ Green lite/ TATA BP
S&F for Solar road stud 125mmx125mmx25mm made fromaluminium alloy and construction powered by mono crystal solar panel with high capasity NI-Cd rechargeble battery having view disatance 1000 mtrs . LEDs 10 mm 6 piecesfor high brightness 12 hours continues lighting at night complete all as specified and as directed by Engineer in charge. Model Dhruv - DA 110 of sinor infractures or equivalent model of Dark Eye/ Surya Enterprises/ Green lite/ TATA BP
S&F for Road safety convex mirror 80cm dia made up of poly corbonate reflective mirror with body ABS suitable for indoor/ out door use with hood complete with mounting hard ware and pipe of required height complete all as specified and directed by Engineer-in-Charge.
Dismantling damaged brick edging / similar brick work items laid dry etc all as specified and directed by Engr-in-Charge..
M&L 75 mm thick cement concrete type D2, 1:4:8 (Using 40mm graded stone aggregate) filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
M&L for sand filling (40mm thick) under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15468-2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and directed by Engineer-in-Charge.
Surface dressing n exc. 15 cm deep in soft /loose soil and watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed by Engineer-in-Charge.
M&L for Cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in kerb stone complete all as specified and directed by Engineer-in-Charge. ------------------------------------------------------------------------- Note : A sum of Rs. 11, 200.00 will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 17 (Schedule of Credit) of Tender document
M/S BUDHRAM BISHNOI
M/s Amit Construction Company
M/s Madan Gopal Vyas
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