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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.2 LAccepted-AOC NOT AVAILABLE | L1 | Accepted-AOC Due to lowest bidder | |
| 2 | L2₹37.8 L+₹53,944.14 (1.45%)Rejected-Finance | L2 | Rejected-Finance Due to not lowest bidder | |
| 3 | L3₹38.4 L+₹1.1 L (3.04%)Rejected-Finance | L3 | Rejected-Finance Due to not lowest bidder | |
| 4 | L4₹38.5 L+₹1.3 L (3.38%)Rejected-Finance PEMASAR ROAD WARD NO 04 UDASAR BIKANER RAJASTHAN 334022 | BIKANER | RAJASTHAN | 334022 | L4 | Rejected-Finance Due to not lowest bidder | |
| 5 | L5₹38.6 L+₹1.4 L (3.74%)Rejected-Finance 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | L5 | Rejected-Finance Due to not lowest bidder |
| Sl No | Description | Qty | Unit | VIJAY KUMAR SHARMA L3 | SUBHAM ENTERPRISES L4 | SHREE JASWANT CONSTRUCTION COMPANY L7 | Beenu Co. Company L5 | S S CONSTRUCTION COMPANY L8 | BIG B CONSTRUCTION L2 | M S GROUP L9 | Durga Construction Company L1 | KAMLA CONSTRUCTION COMPANY L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and avg 15cm deep and getting out in Soft/loose soil complete all as specified and directed. | 1,956 | Sqm | 12 ₹23,472 Lowest | 15 ₹29,340 | 50 ₹97,800 | 22 ₹43,032 | 40 ₹78,240 | 31 ₹60,636 | 40 ₹78,240 | 60 ₹1,17,360 | 50 ₹97,800 |
| 2.00 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 291 | Cum | 100 ₹29,100 | 100 ₹29,100 | 150 ₹43,650 | 32 ₹9,312 Lowest | 151 ₹43,941 | 151 ₹43,941 | 50 ₹14,550 | 210 ₹61,110 | 150 ₹43,650 |
| 3.00 | M&L for 100 mm thick PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in sub base of floor finished even and rough complete all as specified and directed. | 1,188 | Sqm | 170 ₹2,01,960 Lowest | 180 ₹2,13,840 | 200 ₹2,37,600 | 210 ₹2,49,480 | 200 ₹2,37,600 | 211 ₹2,50,668 | 225 ₹2,67,300 | 185 ₹2,19,780 | 250 ₹2,97,000 |
| 4.00 | M&L hard core filling under floor, breaking stone or boulder exc 63mm but n exc 100mm , deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed. | 178.25 | Cum | 1,200 ₹2,13,900 | 1,000 ₹1,78,250 | 950 ₹1,69,337.5 | 639 ₹1,13,901.75 Lowest | 1,345 ₹2,39,746.25 | 951 ₹1,69,515.75 | 1,600 ₹2,85,200 | 980 ₹1,74,685 | 1,000 ₹1,78,250 |
| 5.00 | Material & labour for factory made 80mm thick machine pressed precast cement concrete interlocking paver blocks of Grade M-40 conforming to IS 15658-2006 of shape and size as directed with greyc cement and pigment laid over sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator complete all as specified & as directed.
Notes : (i) Shape of paver blocks shall be as approved by the GE.
(ii) Sand cushioning shall be measured & paid for separately under
respective item of this Schedule. | 1,188 | Sqm | 740 ₹8,79,120 | 730 ₹8,67,240 | 795 ₹9,44,460 | 840 ₹9,97,920 | 725 ₹8,61,300 | 731 ₹8,68,428 | 900 ₹10,69,200 | 695 ₹8,25,660 Lowest | 760 ₹9,02,880 |
| 6.00 | Material & labour for Sand filling 25 mm thick consolidated thickness in floors below interlocking tiles and the like, complete all as specified & as directed. | 29.88 | Cum | 150 ₹4,482 | 400 ₹11,952 | 350 ₹10,458 | 350 ₹10,458 | 300 ₹8,964 | 311 ₹9,292.68 | 180 ₹5,378.4 | 110 ₹3,286.8 Lowest | 600 ₹17,928 |
| 7.00 | Pre Cast Cement Concrete (1:2:4) type B-1 as a kerb stone fair faces including chamfers weatherings , throating etc and setting in mortar 1:4 complete with joints to match complete all as specified and as directed by Engineer-InCharge. | 12 | Cum | 9,000 ₹1,08,000 | 6,000 ₹72,000 | 8,500 ₹1,02,000 | 7,200 ₹86,400 | 6,000 ₹72,000 | 5,511 ₹66,132 | 4,500 ₹54,000 | 3,800 ₹45,600 Lowest | 6,500 ₹78,000 |
| 8.00 | M&L preparation of new Concrete surfaces and applying two coats of synthetic enamel paint over a coat of primer all as specified. | 25 | Sqm | 45 ₹1,125 Lowest | 100 ₹2,500 | 48 ₹1,200 | 50 ₹1,250 | 50 ₹1,250 | 71 ₹1,775 | 50 ₹1,250 | 60 ₹1,500 | 60 ₹1,500 |
| 9.00 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with L-type or J-type or cranked hook bolts as specified.complete. | 726 | Sqm | 640 ₹4,64,640 | 720 ₹5,22,720 | 660 ₹4,79,160 | 690 ₹5,00,940 | 650 ₹4,71,900 | 651 ₹4,72,626 | 725 ₹5,26,350 | 610 ₹4,42,860 Lowest | 700 ₹5,08,200 |
| 10.00 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified | 58 | Sqm | 640 ₹37,120 | 720 ₹41,760 | 660 ₹38,280 | 650 ₹37,700 | 650 ₹37,700 | 691 ₹40,078 | 730 ₹42,340 | 620 ₹35,960 Lowest | 720 ₹41,760 |
Tender Value
₹47.6 L
EMD Value
₹95,120
Closing Date
4 Aug 2025, 6:00 pmClosed
GE (N) BIKANER
GE (N) BIKANER
PROVN FOR CONSTRUCTION OF FIVE PARKING SHED WITH HARD STANDING AND COVERED WITH GALVVLUME SHEET NEAR JCOS OR MD ACCN AND PROVN OF HARD STANDING NEAR BLDG NO P-33 AGE BR-II UNDER GE N BIKANER
2025_MES_720626_1
GE (N) BKN-TOKEN/10/2025-26
Open Tender
Miscellaneous Works
Item Rate
270 days
GE (N) BIKANER
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (N) BIKANER
₹95,120
Yes
13 Sept 2025
15 Jul 2025
11 Aug 2025
15 Jul 2025
4 Aug 2025
30 Jul 2025
Amount
Surface excavation n.exc 30cm deep and avg 15cm deep and getting out in Soft/loose soil complete all as specified and directed.
Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.
M&L for 100 mm thick PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in sub base of floor finished even and rough complete all as specified and directed.
M&L hard core filling under floor, breaking stone or boulder exc 63mm but n exc 100mm , deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed.
Material & labour for factory made 80mm thick machine pressed precast cement concrete interlocking paver blocks of Grade M-40 conforming to IS 15658-2006 of shape and size as directed with greyc cement and pigment laid over sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator complete all as specified & as directed. Notes : (i) Shape of paver blocks shall be as approved by the GE. (ii) Sand cushioning shall be measured & paid for separately under respective item of this Schedule.
Material & labour for Sand filling 25 mm thick consolidated thickness in floors below interlocking tiles and the like, complete all as specified & as directed.
Pre Cast Cement Concrete (1:2:4) type B-1 as a kerb stone fair faces including chamfers weatherings , throating etc and setting in mortar 1:4 complete with joints to match complete all as specified and as directed by Engineer-InCharge.
M&L preparation of new Concrete surfaces and applying two coats of synthetic enamel paint over a coat of primer all as specified.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,fixed with L-type or J-type or cranked hook bolts as specified.complete.
S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
M&L for Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to I S.1161-1979 grade St.-240 complete.
M&L Plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to GDE Fe410-0 or Fe 310-O complete all as specified and as directed.
M&L for Mild steel work conforming to Fe-290 Gde E-165 in wind ties for roof including securing bolts including all necessary drilling, bolting or riveting etc complete.
S&F mild screw bolts (machine made) 5 to 10 mm diameter of neck with haxagonal or square head at one end and screwed the other, or screwed both ends each screwed end to be fitted wwith washers and one haxagonal or square exc 5 cm but not exc 10 cm long.
S&F mild screw bolts (machine made) 16to 20 mm diameter of neck with haxagonal or square head at one end and screwed the other, or screwed both ends each screwed end to be fitted wwith washers and one haxagonal or square exc15 cm but not exc 22.5 cm long.
M&L preparation of new steel surfaces of any description exc10 cm width or girth and applying two coats of synthetic enamel paint over one coat red oxide primer all as specified.
Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth in layers n exc 25cm ,watering in soft/loose soil all as specified
M&L for PCC (1:3:6) type C-2 mass concrete (using 40mm graded stone aggregate) as in Kerb complete all as specified and directed.
BIG B CONSTRUCTION (BID ID -3382743)
VIJAY KUMAR SHARMA (BID ID -3378581)
SUBHAM ENTERPRISES (BID ID -3380142)
Beenu Co. Company (BID ID -3382384)
KAMLA CONSTRUCTION COMPANY (BID ID -3380837)
SHREE JASWANT CONSTRUCTION COMPANY (BID ID -3381674)
S S CONSTRUCTION COMPANY (BID ID -3381794)
M S GROUP (BID ID -3382865)
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