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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₹19.5 LAccepted-AOC 521 DR K L ACHAL VANSHI COLONY JAISALMER 345001 RAJ | JAISALMER | RAJASTHAN | 345001 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹28.1 L+₹8.6 L (44.2%)Rejected-Finance 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹30.0 L+₹10.5 L (53.7%)Rejected-Finance 1ST FLOOR BUILDING NO B4 1D SAIL SATELLITE TOWNSHIP PUNDAG DISTT RANCHI JHARKHAND 834007 | RANCHI | RANCHI | JHARKHAND | 834007 | L3 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | MARUDHARA CONSTRUCTION COMPANY L1 | GEMRARAMCONTRACTOR L2 | Satya Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas, n exc 1.5 m deep and getting out in any type of soil including removing and depositing excavated soil at a distance of exc 250m but n exc 500m within Air Force Campus where directed by Engineer-in-Charge. | 490 | Cum | 75 ₹36,750 Lowest | 300 ₹1,47,000 | 200 ₹98,000 |
| 2.00 | M&L for hard core of gauge n. exc 63mm, deposited, spread and levelled in layers n. exc 15cm thick watered and rammed to a true surfaces in broken stone or boulders. | 141.75 | Cum | 600 ₹85,050 Lowest | 1,000 ₹1,41,750 | 800 ₹1,13,400 |
| 3.00 | M&L for Plain Cement concrete 1:4:8 type-D2 (using 40mm graded stone agg) in foundations, filling and mass concrete as in sub-base including formwork etc all as specified and as directed. | 94.5 | Cum | 2,900 ₹2,74,050 Lowest | 3,200 ₹3,02,400 | 5,000 ₹4,72,500 |
| 4.00 | M&L for sand filling under floor including watering, Cum levelling, and consolidation in layers n. exc 25 cm complete all as specified and as directed. | 23.63 | Cum | 250 ₹5,907.5 Lowest | 1,000 ₹23,630 | 1,000 ₹23,630 |
| 5.00 | Supplying and laying for 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/ sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300 mm all as specified and as directed. | 945 | Sqm | 170 ₹1,60,650 | 300 ₹2,83,500 | 150 ₹1,41,750 Lowest |
| 6.00 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams: and sililar work: vertical or to batter, as flat rough finish surface all as specified and as directed. | 117 | Sqm | 250 ₹29,250 | 500 ₹58,500 | 200 ₹23,400 Lowest |
| 7.00 | M&L for pavement quality concrete (PQC) of any thickness, of flexural strength 40 Kg/ Sqcm (lower control limit) in field as per design mix, using minimum 400 Kg/cum of cement including triangular/non circular synthetic fibre reinforcement @ 0.25% by weight of cement including steel form work for butt nosing, rounding off edges, curing, spread and compacted by using needle, plate and screed vibrators etc complete all as specified and directed.
Note : (i) The cost of admixture required as per design mix shall deem to be included in hte rate (the constant shall be applied based on design mix.
(ii) Polyster triangular/ non circular synthetic fibres as secondary reinforcement mixed in concrete shall be measured and paid for separtely under respective item of this schedule. However, mixing shall be deemed to be included in the rate (the constant shall be applied based on design mix).
(iii) Construction joints, dummy (contraction joints) and expansion joints shall be measured and paid separately under respective items.
(iv) Deduction shall be made in PQC for quantity for expansion joints. | 236.25 | Cum | 5,200 ₹12,28,500 Lowest | 7,000 ₹16,53,750 | 8,000 ₹18,90,000 |
| 8.00 | Supply only synthetic fibre, non circular, virgin, synthetic, monofilament polyester fibres of length 12mm to 16mm, specific gravity 1.34 to 1.39, UV stable, alkali resistant equivalent diameter 15-40 micron, minimum melting temperature 250 degree C and minimum tensile strength 300 Mpa be used upto 0.25% by weight of cement as per manufactures specification. | 236.25 | Kg | 300 ₹70,875 | 500 ₹1,18,125 | 150 ₹35,437.5 Lowest |
| 9.00 | M&L for finishing surface of concrete roads, pavements, by brooming all as specified and as directed. | 94.5 | X Sqm | 45 ₹4,252.5 Lowest | 200 ₹18,900 | 100 ₹9,450 |
| 10.00 | M&L for forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade 'B' for slab thickness 200 mm all as specified and as directed. | 8 | X RM | 1,251 ₹10,008 Lowest | 1,700 ₹13,600 | 1,500 ₹12,000 |
Tender Value
₹30.1 L
EMD Value
₹60,200
Closing Date
12 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE (AF) Jaisalmer
HQ CWE (AF) Jaisalmer
PROVN OF ROAD IN FRONT OF MRSAM HANGER AND ACCESS ROAD AT 22 ORP IN TECH AREA AT AIR FORCE STATION JAISALMER
2025_MES_704342_2
80342
Open Tender
Civil Works
Item Rate
180 days
GE (AF) Jaisalmer
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE (AF) Jaisalmer
₹60,200
6 Sept 2025
12 Jun 2025
14 Jul 2025
12 Jun 2025
12 Jul 2025
27 Jun 2025
Amount
Excavation over areas, n exc 1.5 m deep and getting out in any type of soil including removing and depositing excavated soil at a distance of exc 250m but n exc 500m within Air Force Campus where directed by Engineer-in-Charge.
M&L for hard core of gauge n. exc 63mm, deposited, spread and levelled in layers n. exc 15cm thick watered and rammed to a true surfaces in broken stone or boulders.
M&L for Plain Cement concrete 1:4:8 type-D2 (using 40mm graded stone agg) in foundations, filling and mass concrete as in sub-base including formwork etc all as specified and as directed.
M&L for sand filling under floor including watering, Cum levelling, and consolidation in layers n. exc 25 cm complete all as specified and as directed.
Supplying and laying for 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/ sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300 mm all as specified and as directed.
M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams: and sililar work: vertical or to batter, as flat rough finish surface all as specified and as directed.
M&L for pavement quality concrete (PQC) of any thickness, of flexural strength 40 Kg/ Sqcm (lower control limit) in field as per design mix, using minimum 400 Kg/cum of cement including triangular/non circular synthetic fibre reinforcement @ 0.25% by weight of cement including steel form work for butt nosing, rounding off edges, curing, spread and compacted by using needle, plate and screed vibrators etc complete all as specified and directed. Note : (i) The cost of admixture required as per design mix shall deem to be included in hte rate (the constant shall be applied based on design mix. (ii) Polyster triangular/ non circular synthetic fibres as secondary reinforcement mixed in concrete shall be measured and paid for separtely under respective item of this schedule. However, mixing shall be deemed to be included in the rate (the constant shall be applied based on design mix). (iii) Construction joints, dummy (contraction joints) and expansion joints shall be measured and paid separately under respective items. (iv) Deduction shall be made in PQC for quantity for expansion joints.
Supply only synthetic fibre, non circular, virgin, synthetic, monofilament polyester fibres of length 12mm to 16mm, specific gravity 1.34 to 1.39, UV stable, alkali resistant equivalent diameter 15-40 micron, minimum melting temperature 250 degree C and minimum tensile strength 300 Mpa be used upto 0.25% by weight of cement as per manufactures specification.
M&L for finishing surface of concrete roads, pavements, by brooming all as specified and as directed.
M&L for forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade 'B' for slab thickness 200 mm all as specified and as directed.
M&L for forming contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound, Grade 'B' for slab thickness 200 mm all as specified and as directed.
M&L for finishing Construction joint 30 mm deep x 10 mm wide filled with sealing compound, Grade 'B' for slab thickness 200 mm all as specified and as directed.
Dismantling posts or struts (wood, steel or R.C.C.) embedded in concrete, brick work, masonary etc. any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed.
Dismantling fencing wire mesh, any type complete all as specified and directed.
GEMRARAMCONTRACTOR (BID ID -3348428)
Satya Construction (BID ID -3348252)
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