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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹4.8 L+₹20,952.08 (4.54%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹4.9 L+₹25,824.66 (5.60%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹5.3 L+₹64,805.28 (14.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹4.9 L
EMD Value
₹12,181
Closing Date
4 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
O/o Th Assistant Engineer LID_EW Section Puthunagaram
Pro-15/26-27 Karumanchala anganwadi road rennovation ward 1
2026_LSGD_882823_1
ET-04/AE/LID_EW/PGDM/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
O/o Th Assistant Engineer LID_EW Section Puthunaga
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,075
Yes
₹12,181
Yes
6 Nov 2026
28 Oct 2026
6 Nov 2026
28 Oct 2026
4 Nov 2026
28 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | OD52790/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface | 6.89 | cum | 9,071.17 | ₹62,527.57 |
| 1.002 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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. | 450 | sqm | 29.11 | ₹13,099.5 |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 450 | sqm | 363.85 | ₹1,63,732.5 |
| 1.004 | OD52802/2026-2027:Demolishing cement concrete manually / by mechanical means including disposal of material
within 50 metres lead as per direction of Engineer - in-Charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.9 | cum | 2,114.72 | ₹1,903.25 |
| 1.005 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 0.6 | cum | 441.5 | ₹264.9 |
| 1.006 | OD209667/2026-2027: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 uniformlayers on prepared surface, mixing by mix in place method and compacting to achieve the
desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 0.6 | cum | 3,144.42 | ₹1,886.65 |
| 1.007 | 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) | 24.3 | cum | 9,563.75 | ₹2,32,399.13 |
| 1.008 | OD209669/2026-2027:Applying curing compound on finished surface of concrete structure at rate specified by manufracturer including transportation machinery ,labour etc complete. Rate and adequacy taken from item no :6.4 of Mord Specification Unit =sqm output area = 100*3.75 | 240 | sqm | 36 | ₹8,640 |
| 1.009 | OD52791/2026-2027:Name board (MORD):Supplying and providing readymade GI name board with all
conveyance,
labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post,
40x20x1.4mm outer
frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over
a coat of
primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4
etc
complete | 1 | each | 2,804.26 | ₹2,804.26 |
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