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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.3 LAccepted-AOC | L1 | Accepted-AOC Awarded being 1st Lowest Bidder | |
| 2 | L2₹25.3 L+₹2.0 L (8.66%)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 Rejected being 2nd Lowest Bidder | |
| 3 | L3₹25.4 L+₹2.1 L (8.88%)Rejected-Finance | L3 | Rejected-Finance Rejected being 3rd Lowest Bidder | |
| 4 | L4₹27.1 L+₹3.8 L (16.3%)Rejected-Finance | L4 | Rejected-Finance Rejected being 4th Lowest Bidder | |
| 5 | L5₹28.7 L+₹5.4 L (23.0%)Rejected-Finance C O GENERAL DAIRY VILLAGE BARAGAON SRI GANGANAGAR 335 001 | GANGANAGAR | RAJASTHAN | 335001 | L5 | Rejected-Finance Rejected being 5th Lowest Bidder |
Tender Value
Refer Docs
EMD Value
₹62,420
Closing Date
8 Jan 2021, 6:00 pmClosed
COMMANDER WORKS ENGINEER, SRI GANGANAGAR
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
CA NO. CWE SGNR - 38 OF 2020-21 SPECIAL REPAIRS TO RAW WATER RESERVOIR 1 X 130 LGS AT CLEAR WATER COMPLEX AT MILITARY STATION SRI GANGANAGAR
2020_MES_383939_1
CA NO. CWE SGNR - 38 OF 2020-21
Open Tender
Civil Works - Water Works
Item Rate
180 days
GE SRI GANGANAGAR
Class D
Category a(ii)
10 documents required · 10 mandatory
₹500
GE SRI GANGANAGAR
₹62,420
Yes
23 Jan 2021
4 Dec 2020
11 Jan 2021
4 Dec 2020
8 Jan 2021
18 Dec 2020
Amount
Dismantling brick tiles or terracing tiles single layer on roof / chennel/ floor/floor of raw water reservoir complete all as specified and directed by Engineer-in-Charge.
Material and Labour for sub -class 'B' bricks laid flat , jointed and pointed in cement mortar 1:3 on bed of raw water tank/channel complete all as specified and directed by Engineer-in-Charge.
All as srl item No. 2 here in before above but except bricks (old serviceable bricks after cleaning shall be used after obtaining from respective item of BOQ) complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work or stone /boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing, dressed storework and precast concrete articles of any description and in any position complete all as specified and directed by Engineer-in-Charge.
Material and Labour for brick work with sub class 'B' Bricks, well burnt straight or curved on plan exceeding 6 mtr mean radius built in CM 1:4 complete all as specified and directed by Engineer - in - Charge.
Demolation concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified & directed by Engineer-in- charge.
Material and labour for 100 mm thick plain cement concrete 1:4:8 type D-2 using 40mm graded stone agggregate as in sub -floor, sub- base, floors and pavings etc, complete all as specified and directed by Engineer-in-Charge.
Material and labour for sand filling under floors or in foundations including watering and well consolidation complete all as specified and directed by Engineer-in-Charge.
Material and labour for Machine pressed precast rubber moulded conctete interlocking paver blocks any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade, set, jointed and pointed in neat cement slurry in floors/pavings/ path etc with grey cement and pegment complete all as specified and directed by Engineer-in-Charge.
Material and labour for Pre-cast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in block masonry with solid blocks, exceeding 10 cm in width and setting in mortar as in curb stone,complete all as specified and directed by Engineer-in-Charge.
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m depth; or not exceeding 10 Sqm on plan for foundations in soft/loose soil, and getting out complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, excavated soil including spreading, levelling, watering and well ramming in layers n.exc 25cm thick complete all as specified and directed by Engineer-in-Charge.
Supply and fixing for Mild steel framed work such as grills, gratings etc with ends of bars shouldered and/ or riveted or forged into spikes, framed guard bars, barred iron doors, ladders framed balusters, walk ways, railing, frame work for water tanks and similar work conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge.
Material and labour for preparation of old steel surface over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) complete all as specified and directed by Engineer-in-Charge.
Material and labour for preparation of new steel surface over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Material and labour for Keyed pointing to bricks laid flat in cement Mortar 1:3 as in flooring after racking out joints including cutting of vegetation as required complete all as specified and directed by Engineer-in-Charge.
Material and labour for Desilting of raw water reservoir size 135 x135 mtr sludge including removal of vegetation ,bushes or any other foregin material as deposited at the bottom of raw water tank by means of mechanical source or manually as feasible and disposal at a distance of 2 km ,including working in foul condition complete all as specified and directed by Engineer-in-Charge. Note :- (i ) Measurement for payment willbe done only upto top of sludge. No extra payment will be made for cutting / removal of vegitation, bushes, grass etc. roots of trees as exists in the tank shall be cleared by the contractor and cost of which will be deemed to be included in the quoted rates by the contractor. (ii) Unit Rate quoted shall be deemed to included for making the access / way by dismantling lining work and GI tubing railing and making good of same after desludging with the existing specification (iii) The size of cutting for access shall be minimum so asto meet the requirement .(iv) For the purpose of measurement ,the leveling shall be carried out after cleaning of vegetation as catered for Note No 01 above before starting desludging and after desludging the final leveling at cleared bed shall be taken computation of quality of sludge .(v) The work to be executed in foul condition. Contractor shall take all precaution before working in such condition. (vi)Lead charges of Silt desposal shall be paid separatly.
Material and Labour for Disposal of sludge shall be carried out suitable mode of transportation within 2 Km in the Military area or Low laying area all as diected by Engineer -In -Charge. Mode of trasportation shall required to own arrangement by the Contractor. No extra payment shall be admissible on this account.
Dismantling mild steel work of any descrption not otherwise provided for complete all as specified and directed by Engineer-in-Charge.
Material and Labour for Draining out of Raw water from desludge tank with the help of diesel pump set and dry to the Slag of reservoir for removal complete all as specified and directed by Engineer-in-Charge. ---------------------------------------------------------------------------------------------- Note : A sum of Rs. 9,250.00 will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 18(R) (Schedule of Credit) of Tender document
M/S BUDHRAM BISHNOI
M/s Chopdar Builders
m/s G.S. Enterprises
PAREEK AND COMPANY
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