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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC | L1 | Accepted-AOC Accepted VideResolution NO.1/2 dtd 24.06.2026 of Vengara GP | |
| 2 | L2₹15.0 L+₹4,583.85 (0.31%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence rejected |
| Sl No | Description | Qty | Unit | Mohammed Ansad PP L2 | NISAMUDHEEN L1 |
|---|---|---|---|---|---|
| 1.00Road retarring | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65) | 266.76 | sqm | 385.47 ₹1,02,827.98 Lowest | 385.47 ₹1,02,827.98 Lowest |
| 1.00 | 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,350 | sqm | 14.11 ₹19,048.5 Lowest | 14.11 ₹19,048.5 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65) | 1,350 | sqm | 278.95 ₹3,76,582.5 Lowest | 278.95 ₹3,76,582.5 Lowest |
| 1.00 | OD19030/2026-2027:Surface dressing of the ground including removing vegitation and In-equalities not exeeding 15 cm. deep and disposel of rubbish , lead up to 1.50 m all kinds of soil | 497.55 | 1 sqm | 30.67 ₹15,259.86 | 27.37 ₹13,617.94 Lowest |
| 1.00 | OD19281/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with plate vibrator to achieve the desired density, complete as per
Technical Specification Clause 401. (i) For Grading I Material | 49.76 | cum | 2,637 ₹1,31,203.94 | 2,461.3 ₹1,22,461.98 Lowest |
| 1.01 | OD19031/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 74.63 | cum | 7,283 ₹5,43,552.14 | 6,850.21 ₹5,11,251.72 Lowest |
| 1.01 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 7.51 | cum | 8,113 ₹60,969.2 Lowest | 9,243.42 ₹69,464.3 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.41 | tonne | 79,337 ₹32,924.86 Lowest | 92,253.53 ₹38,285.21 |
| 1.01 | OD44722/2026-2027:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel
primer.
G.I. pipes Details of cost for hand rail of railing of two flights of staircase, length of hand rail = 5.40 m i.e.
20.09 kg | 1,037.07 | kg | 192 ₹1,99,116.67 Lowest | 213.54 ₹2,21,455.07 |
Tender Value
₹16.4 L
EMD Value
₹41,080
Closing Date
19 Jun 2026, 11:00 amClosed
VIDHYA PV
LID EW LSGD Section Vengara Grama Panchayath Malappuram dist 676304
Annual Plan Vengara GP Pro No 55 2027 Renovation of Chemban Moitheen Haji Road Ward 5 General Civil Work
2026_LSGD_855159_1
02/AE/LIDEW/VGP/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
VENGARA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹41,080
Yes
6 Jul 2026
10 Jun 2026
20 Jun 2026
10 Jun 2026
19 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road retarring | |||||
| 1.001 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65) | 1 | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | OD19030/2026-2027:Surface dressing of the ground including removing vegitation and In-equalities not exeeding 15 cm. deep and disposel of rubbish , lead up to 1.50 m all kinds of soil | - | 1 sqm | - | - |
| 1.005 | OD19281/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with plate vibrator to achieve the desired density, complete as per
Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.006 | OD19031/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.2 | cum | - | - |
| 1.007 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.009 | OD44722/2026-2027:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel
primer.
G.I. pipes Details of cost for hand rail of railing of two flights of staircase, length of hand rail = 5.40 m i.e.
20.09 kg | 0.4 | kg | - | - |
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