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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-AOC | ₹2.8 L | 1 | Accepted-AOC Accept |
| 2 | 2₹3.0 LRejected-Finance | ₹3.0 L | 2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | K. Abdussalam L1 | NIYAS E L2 |
|---|---|---|---|---|---|
| 1.00ROAD TARRING | |||||
| 1.00 | OD342814/2024-2025:[OD from DAR 2.28.1] - Surface dressing of the ground including removing vegetation and in?equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m. All kinds of soil | 309 | sqm | 27.74 ₹8,571.66 | 29.2 ₹9,022.80 |
| 1.00 | OD342815/2024-2025:[OD from DAR 51.2.3] - Filling with Quarry Muck.
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade | 13.5 | cum | 892.35 ₹12,046.73 | 939.32 ₹12,680.82 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 46.35 | cum | 3,277.42 ₹1.5 L | 3,449.92 ₹1.6 L |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 309 | sqm | 72.1 ₹22,278.90 | 75.89 ₹23,450.01 |
| 1.00 | 5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 309 | sqm | 15.57 ₹4,811.13 | 16.39 ₹5,064.51 |
| 1.01 | 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) | 309 | sqm | 261.59 ₹80,831.31 | 275.36 ₹85,086.24 |
| 1.01 | OD342893/2024-2025:Providing and fixing NAME BOARD with 18 mm thick gang saw cut, mirror, polished,
premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills,
facias and similar locations, of required size, approved shade, colour and texture laid over 20
mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement,
mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and
polishing to edges to give high gloss finish etc. complete at all levels.
Granite of any colour and shade
Area of slab upto 0.50 sqm | 0.27 | sqm | 4,770.24 ₹1,287.96 | 5,021.31 ₹1,355.75 |
Tender Value
₹3.0 L
EMD Value
₹7,414
Closing Date
25 Aug 2025, 5:00 pmClosed
SHAJU KS
Areekode Block Development Office
MLA SDF Malappuram LAC Kuzhinjodi Manningachalikund Pathway Pulpatta GP
2025_CRD_786402_1
B/ E-Tender/Aug/ 2025
Open Tender
Civil Works - Roads
180 days
PULPATTA
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,414
Yes
12 Jun 2026
18 Aug 2025
27 Aug 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
Amount
ROAD TARRING
OD342814/2024-2025:[OD from DAR 2.28.1] - Surface dressing of the ground including removing vegetation and in?equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m. All kinds of soil
OD342815/2024-2025:[OD from DAR 51.2.3] - Filling with Quarry Muck. Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
OD342893/2024-2025:Providing and fixing NAME BOARD with 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm
NIYAS E (BID ID -2305067)
Bidder Name
NIYAS E
K. Abdussalam
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