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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₹3.7 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹3.7 L+₹1,909.73 (0.52%)Rejected-Finance KERALA KL KERALA | ALAPPUZHA | KERALA | 686534 | L2 | Rejected-Finance L2 | |
| 3 | l3₹3.7 L+₹4,579.43 (1.25%)Rejected-Finance 1003 SUB TREASURY DEVIKULAM | l3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | P.Sugunan L1 | N.P. KANARAN L2 | RAJAN L3 |
|---|---|---|---|---|---|---|
| 1.00Canal Lining | ||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 15.3 | cum | 250 ₹3,825 | 205 ₹3,136.5 Lowest | 206.81 ₹3,164.19 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 11.47 | cum | 6,500 ₹74,587.5 | 6,323 ₹72,556.43 Lowest | 6,368.41 ₹73,077.5 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 170.4 | sqm | 650 ₹1,10,760 Lowest | 670 ₹1,14,168 | 674.01 ₹1,14,851.3 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 17 | cum | 6,850 ₹1,16,450 | 6,827 ₹1,16,059 Lowest | 6,879.17 ₹1,16,945.89 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.12 | cum | 7,500 ₹15,937.5 | 7,360 ₹15,640 Lowest | 7,414.5 ₹15,755.81 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 110.9 | sqm | 240 ₹26,616 Lowest | 252.5 ₹28,002.25 | 254.74 ₹28,250.67 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 12.24 | cum | 240 ₹2,937.6 Lowest | 250.7 ₹3,068.57 | 255.65 ₹3,129.16 |
| 2.00HM stones | ||||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.84 | cum | 300 ₹250.8 | 286 ₹239.1 Lowest | 288.78 ₹241.42 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
26 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer KYIP O and M Sub Divi
Assistant Executive Engineer KYIP O and M Sub Division peruvannamuzhi
GENERAL CADA-2025-26-Renovation and modernisation works b/w ch 0/900 km and 1/000 km of Kodassery FB No.2-General Civil Work
2025_Irrig_788524_1
IRR/PI/TR/2978/2025_5_6_5/1
Open Tender
Civil Works - Others
Item Rate
180 days
atholi
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,593
Yes
8 Oct 2025
19 Aug 2025
29 Aug 2025
19 Aug 2025
26 Aug 2025
19 Aug 2025
Amount
Canal Lining
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
HM stones
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
13.71:Lettering with black Japan pint of approved brand and manufacture
N.P. KANARAN (BID ID -2308443)
RAJAN (BID ID -2310055)
Bidder Name
N.P. KANARAN
P.Sugunan
RAJAN
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