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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | ₹6.1 L | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) dtd.05 mar 2026 of Koduvayur GP |
| 2 | L2₹6.3 LRejected-Finance | ₹6.3 L | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K.GOPALAN L2 | VELAYUDHAN SUNDARAN L1 |
|---|---|---|---|---|---|
| 1.00Well Maintance | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 137.75 | sqm | 10 ₹1,377.50 | 9.27 ₹1,276.94 |
| 1.00 | 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 | 13.19 | cum | 360 ₹4,746.60 | 359.72 ₹4,742.91 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 7.42 | cum | 8,500 ₹63,112.50 | 8,343.49 ₹61,950.41 |
| 1.00 | 14.25:Brick work with common burnt clay bricks of class designation 7.5 in mud mortar . | 18.81 | cum | 7,200 ₹1.4 L | 7,148.57 ₹1.3 L |
| 1.00 | 6.1.2:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.83 | cum | 8,500 ₹24,046.50 | 8,349.51 ₹23,620.76 |
| 1.01 | 51.6.4.3:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6 (1 cement : 6 coarse sand) | 14.46 | cum | 10,000 ₹1.4 L | 9,970.99 ₹1.4 L |
| 1.01 | 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) | 7.44 | cum | 8,000 ₹59,552 | 7,932.89 ₹59,052.43 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 123.57 | sqm | 370 ₹45,720.16 | 369.76 ₹45,690.50 |
| 1.01 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 43 | hour | 350 ₹15,050 | 345.54 ₹14,858.22 |
Tender Value
₹6.1 L
EMD Value
₹15,349
Closing Date
28 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID EW Section, Koduvayur Grama Panchayat
Pro.No.32/2025-26 Public Well maintenance in Koduvayur GP
2026_LSGD_838684_9
E-TENDER-5/2025-26/AE/LSGD/KDR GP
Open Tender
Civil Works - Water Works
270 days
KODUVAYUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,355
Yes
₹15,349
Yes
8 Apr 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
Well Maintance
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
14.25:Brick work with common burnt clay bricks of class designation 7.5 in mud mortar .
6.1.2:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
51.6.4.3:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6 (1 cement : 6 coarse sand)
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
OD187685/2025-2026: Supplying and fixing in position Well pulley including clamp,bolts and nuts ,all labour charges etc. complete
18.10.5:Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall40 mm dia nominal bore
15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
OD482353/2025-2026:Supplying and providing ready made GI name board with all conveyance , labour and hire charges etc. complete- Using GI hollow tube of size 80X40X1.40mm post, 40X20X1.4mm Outer frame 0.6 mm thick iron sheet in the size 90X60 cm with two coat of enamel painting over a coat of primer ,lettering with suitable colour and fixing ground using CC 1:2:4 etc.complete
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