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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₹5.9 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) dtd.30-08-2025 of mathur GP | |
| 2 | L2₹6.5 L+₹59,156.98 (9.98%)Rejected-AOC | L2 | Rejected-AOC Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | PRAKASAN.V L1 | pwd contractor L2 |
|---|---|---|---|---|---|
| 1.00RETTARING | |||||
| 1.00 | OD169948/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed ) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 3.61 | cum | 8,306.25 ₹29,985.56 Lowest | 9,136.25 ₹32,981.86 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 288 | sqm | 18.9 ₹5,443.2 Lowest | 20.79 ₹5,987.52 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 10.5 | cum | 3,750.64 ₹39,381.72 Lowest | 4,125.64 ₹43,319.22 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 105 | sqm | 80.37 ₹8,438.85 Lowest | 88.4 ₹9,282 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 105 | sqm | 18.9 ₹1,984.5 Lowest | 20.76 ₹2,179.8 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 393 | sqm | 302.65 ₹1,18,941.45 Lowest | 332.65 ₹1,30,731.45 |
| 1.01 | OD169952/2025-2026:Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.All kinds of soil. | 182 | sqm | 36.75 ₹6,688.5 Lowest | 40.42 ₹7,356.44 |
| 1.01 | OD169953/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading in
uniform layers, Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt; (i) Using
naturally occuring gravel | 13.65 | cum | 2,341.68 ₹31,963.93 Lowest | 2,575.84 ₹35,160.22 |
| 1.01 | 75.8.1: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) | 36.3 | cum | 9,563.75 ₹3,47,164.13 Lowest | 10,520.12 ₹3,81,880.36 |
Tender Value
₹7 L
EMD Value
₹17,500
Closing Date
25 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER OFFICE OF ASSISTANT ENGINEER MATHUR GP
Mathur GP 2025 26 ANJUMOORTHI AMBALAM ROAD MAINTENANCE P NO 63
2025_LSGD_786442_1
63/2025-26/AE/LSGD/MTR
Open Tender
Civil Works - Roads
Item Rate
240 days
MATHUR GRAMA PANCHAYAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,545
Yes
₹17,500
Yes
15 Sept 2025
16 Aug 2025
27 Aug 2025
16 Aug 2025
25 Aug 2025
16 Aug 2025
Amount
RETTARING
OD169948/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed ) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
OD169952/2025-2026:Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.All kinds of soil.
OD169953/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers, Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt; (i) Using naturally occuring gravel
75.8.1: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)
10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
pwd contractor (BID ID -2305443)
Bidder Name
PRAKASAN.V
pwd contractor
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