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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-AOC 521 DR K L ACHAL VANSHI COLONY JAISALMER 345001 RAJ | JAISALMER | RAJASTHAN | 345001 | L1 | Accepted-AOC Being Lowest Bidder | |
| 2 | L2₹36.2 L+₹69,662 (1.96%)Rejected-Finance 4 KHEME KA KUA PAL ROAD JODHPUR RAJASTHAN 342001 | JODHPUR | JODHPUR | RAJASTHAN | 342001 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹38.8 L+₹3.3 L (9.37%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹38.9 L+₹3.4 L (9.54%)Rejected-Finance TOTA RAM KI DHANI BABAR MAGRA JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹38.9 L+₹3.4 L (9.59%)Rejected-Finance 602 TECHNOLOGY APARTMENTS 24 1 P EXTENSION DELHI 110092 | DELHI | DELHI | DELHI | 110092 | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | MARUDHARA CONSTRUCTION COMPANY L1 | M/s Ramesh & Company L5 | M/S SIDHU CONSTRUCTION COMPANY L10 | M/S MAYA CONSTRUCTION COMPANY L7 | M/s Fateh Enterprises L8 | M.D. CONSTRUCTION CO. L2 | shiv construction & Engineers L6 | RJS INFRATECH L3 | M/S VISHNOI ENTERPRISES L9 | KHUSBU CONSTRUCTION COMPANY L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Cement Concrete (unreinforced) in ground floors and pavings any thickness (below or above ground level) including removal of dabries from MOD land. | 493.8 | Cum | 100 ₹49,380 | 748.23 ₹3,69,475.97 | 340 ₹1,67,892 | 51 ₹25,183.8 | 200 ₹98,760 | 300 ₹1,48,140 | 50 ₹24,690 Lowest | 350 ₹1,72,830 | 400 ₹1,97,520 | 130 ₹64,194 |
| 2.00 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in any type of soil as directed. | 20 | Cum | 280 ₹5,600 | 448.23 ₹8,964.6 | 250 ₹5,000 | 1,000 ₹20,000 | 300 ₹6,000 | 200 ₹4,000 Lowest | 200 ₹4,000 Lowest | 2,600 ₹52,000 | 200 ₹4,000 Lowest | 650 ₹13,000 |
| 3.00 | Returning , filling in including in spreading ,leveling,watering and well raamming in layers.n exc 25 cm as specified. | 10 | Cum | 100 ₹1,000 | 348.23 ₹3,482.3 | 62 ₹620 | 1,000 ₹10,000 | 90 ₹900 | 50 ₹500 Lowest | 250 ₹2,500 | 300 ₹3,000 | 200 ₹2,000 | 140 ₹1,400 |
| 4.00 | Removing excavated material soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 12 | Cum | 100 ₹1,200 | 223.48 ₹2,681.76 | 61 ₹732 Lowest | 1,000 ₹12,000 | 80 ₹960 | 100 ₹1,200 | 250 ₹3,000 | 1,100 ₹13,200 | 200 ₹2,400 | 300 ₹3,600 |
| 5.00 | M&L for 1:4:8 type D2 (40mm graded aggrage) cement concrete in foundation, filling and mass concrete. | 19 | Cum | 3,500 ₹66,500 | 3,397.48 ₹64,552.12 | 4,300 ₹81,700 | 3,500 ₹66,500 | 3,500 ₹66,500 | 2,800 ₹53,200 | 1,350 ₹25,650 Lowest | 4,200 ₹79,800 | 6,000 ₹1,14,000 | 3,400 ₹64,600 |
| 6.00 | Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne & n exc 12 tonne | 120 | X Sqm | 150 ₹18,000 | 148.23 ₹17,787.6 | 100 ₹12,000 | 451 ₹54,120 | 3,500 ₹4,20,000 | 400 ₹48,000 | 650 ₹78,000 | 50 ₹6,000 | 500 ₹60,000 | 20 ₹2,400 Lowest |
| 7.00 | 150mm Soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber all as spd and directed. | 120 | X Sqm | 1,100 ₹1,32,000 | 1,523.48 ₹1,82,817.6 | 2,700 ₹3,24,000 | 451 ₹54,120 Lowest | 3,000 ₹3,60,000 | 3,000 ₹3,60,000 | 2,800 ₹3,36,000 | 2,220 ₹2,66,400 | 2,000 ₹2,40,000 | 2,300 ₹2,76,000 |
| 8.00 | M&L 100 mm thick Cement concrete type B-1, 1:2:4 (20mm graded aggregate) all as spd and directed. | 1,158 | Sqm | 531 ₹6,14,898 | 448.23 ₹5,19,050.34 | 700 ₹8,10,600 | 751 ₹8,69,658 | 400 ₹4,63,200 Lowest | 400 ₹4,63,200 Lowest | 1,680 ₹19,45,440 | 480 ₹5,55,840 | 550 ₹6,36,900 | 500 ₹5,79,000 |
| 9.00 | M&L Glass dividing strips, 3 mm thick and 38 mm width inserted in position, conform to design all as spd and directed. | 420 | Rm | 100 ₹42,000 | 271.23 ₹1,13,916.6 | 70 ₹29,400 | 251 ₹1,05,420 | 40 ₹16,800 | 50 ₹21,000 | 220 ₹92,400 | 25 ₹10,500 Lowest | 300 ₹1,26,000 | 25 ₹10,500 Lowest |
| 10.00 | M&L 100 mm thick Cement concrete type D-2, 1:4:8 (40mm graded) in sub-base as spd and directed. | 1,200 | Sqm | 380 ₹4,56,000 | 348.23 ₹4,17,876 Lowest | 500 ₹6,00,000 | 451 ₹5,41,200 | 360 ₹4,32,000 | 350 ₹4,20,000 | 800 ₹9,60,000 | 410 ₹4,92,000 | 550 ₹6,60,000 | 480 ₹5,76,000 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
12 Nov 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (AF) Jaisalmer
GE (AF) Jaisalmer
REPAIR TO PLINTHS , APPROACH PATH 3 AFRU, CHANDAN AT AF STN JAISALMER
2025_MES_736307_1
8357/GE/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
GE (AF) Jaisalmer
As Per Tender Documents
7 documents required · 7 mandatory
₹500
GE (AF) Jaisalmer
₹96,000
Yes
27 Nov 2025
21 Oct 2025
14 Nov 2025
21 Oct 2025
12 Nov 2025
5 Nov 2025
Amount
Demolition of Cement Concrete (unreinforced) in ground floors and pavings any thickness (below or above ground level) including removal of dabries from MOD land.
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in any type of soil as directed.
Returning , filling in including in spreading ,leveling,watering and well raamming in layers.n exc 25 cm as specified.
Removing excavated material soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point.
M&L for 1:4:8 type D2 (40mm graded aggrage) cement concrete in foundation, filling and mass concrete.
Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne & n exc 12 tonne
150mm Soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber all as spd and directed.
M&L 100 mm thick Cement concrete type B-1, 1:2:4 (20mm graded aggregate) all as spd and directed.
M&L Glass dividing strips, 3 mm thick and 38 mm width inserted in position, conform to design all as spd and directed.
M&L 100 mm thick Cement concrete type D-2, 1:4:8 (40mm graded) in sub-base as spd and directed.
200mm thick Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centi- metre in field as spd and directed.
Supply only polyster triangular fibres /non circular fibres triangular fibre type CT 2012 12mm) having tensile strength 4000-6000 Kg/cm2, designed for melting point more than 250 degree celsius @ 0.25% by weight of cement in controlled pavement quality cement concrete and having specific gravity of 1.34 to 1.40 complete all as specified and directed.
Material and labour for providing 10mm thick sand cushion with clean river sand duly clear of residual,organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed.(No additional amount to be paid for overlap)
Material and labour for supplying and laying 400 micron thick HDPE sheet(Virgin Quality),water proof,wrinkle free without puncture having minimum weight 390gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed.
Material and labour forming construction joint, 25 mm deep and 10 mm wide Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size,staight and smooth edges.Joint cleaned thoroughly with application of compressed air.Joint shall be made dry,vacuum cleaned and free of dirt,oil,vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant,Placing of closed cell,medium density,crossed linked polythylene foam backup rod of 12mm dia,application of bond breaker tape on topof backup rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN 41875-2003 with minimum movement accomodation factor(MAF) of +/- 30% having minimum 10 years performance guarantee,applying masked tape on edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed.
Material and labour forming dummy/contraction joint with an initial saw cut of 3mm soon after the concrete has set,upto a depth of 1/3rd to 1/4th the thickness of the slab,widening the first saw cut to 6mm and 24mm deep by using diamond bit cutter of appropriate size,staight and smooth edges.Joint cleaned thoroughly with application of compressed air.Joint shall be made dry,vacuum cleaned and free of dirt,oil,vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant,Placing of closed cell,medium density,crossed linked polythylene foam backup rod of 08mm dia,application of bond breaker tape on topof backup rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN 41875-2003 with minimum movement accomodation factor(MAF) of +/- 30% having minimum 10 years performance guarantee,applying masked tape on edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed.
Finishing surface of concrete roads, pavements, by belting and brooming as per specified & directed by Engineer-in-Charge
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete
M&L for preparation of newly concrete surfaces of kerb stone and applying two coats of water based paint over a coat of primer complete all as specified and directed.
M.D. CONSTRUCTION CO. (BID ID -3477954)
RJS INFRATECH (BID ID -3477783)
KHUSBU CONSTRUCTION COMPANY (BID ID -3472626)
M/s Ramesh & Company (BID ID -3472612)
shiv construction & Engineers (BID ID -3477983)
M/S MAYA CONSTRUCTION COMPANY (BID ID -3472703)
M/s Fateh Enterprises (BID ID -3472902)
M/S VISHNOI ENTERPRISES (BID ID -3471523)
M/S SIDHU CONSTRUCTION COMPANY (BID ID -3472690)
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