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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | ₹5.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ROY K M L1 | HRITHIQUE L2 |
|---|---|---|---|---|---|
| 1.00watter supply | |||||
| 1.00 | OD429523/2025-2026:selection of suitable site for drilling borewell construction after hydrological and geophysical investigation | 1 | each | 2,099.68 ₹2,099.68 | 2,500 ₹2,500 |
| 1.00 | OD429524/2025-2026: Drilling 150mm dia borewell suitable to accomodate well pipe of internal dia 180mmor various depth upto below ground level having an overburden in all classes 7 rock inclusive hire charges etc.complete. | 175 | metre | 581.28 ₹1.0 L | 600 ₹1.1 L |
| 1.00 | OD429526/2025-2026:Supplying, Laying and jointing 180 mm dia PVC Casing pipe including all cost of materials, Specials, labour, etc. complete | 25 | metre | 726.6 ₹18,165 | 800 ₹20,000 |
| 1.00 | OD429528/2025-2026:Supplying laying and jointing end cap suitable for 180mm dia PVC casing pipe including all cost of materials, Specials, labour, etc. complete | 1 | Each Cut | 193.76 ₹193.76 | 200 ₹200 |
| 1.00 | OD429530/2025-2026:Testing(Yield test) the water taken from the borewell to know the probability and yield and providing certificate from the authorised laboratory by ground water development | 1 | each | 7,075.05 ₹7,075.05 | 7,200 ₹7,200 |
| 1.01 | OD429532/2025-2026:Water quality test | 1 | 1 nos | 810.35 ₹810.35 | 850 ₹850 |
| 1.01 | 51.18.12.7:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 65 mm nominal dia | 405 | metre | 795.35 ₹3.2 L | 800 ₹3.2 L |
| 1.01 | 16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete | 0.24 | cum | 8,989.19 ₹2,157.41 | 9,000 ₹2,160 |
| 1.01 | OD429775/2025-2026:Providing and fixing PVC valve of approved quality (screwed end) :63 mm nominal bore | 2 | each | 865.72 ₹1,731.44 | 900 ₹1,800 |
Tender Value
₹5.9 L
EMD Value
₹14,818
Closing Date
7 Feb 2026, 5:00 pmClosed
Assistant Engineer
o/o Assistant executive engineer LSGD subdivision ollukkara Block office
Ollukkara Bp Adukkala Para kudivellapadhadhi
2026_LSGD_832051_1
Ollukkara Bp AdukkalaPara DWSS
Open Tender
Civil Works - Water Works
OLLUKKARA BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,818
Yes
14 May 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
watter supply
OD429524/2025-2026: Drilling 150mm dia borewell suitable to accomodate well pipe of internal dia 180mmor various depth upto below ground level having an overburden in all classes 7 rock inclusive hire charges etc.complete.
OD429526/2025-2026:Supplying, Laying and jointing 180 mm dia PVC Casing pipe including all cost of materials, Specials, labour, etc. complete
OD429528/2025-2026:Supplying laying and jointing end cap suitable for 180mm dia PVC casing pipe including all cost of materials, Specials, labour, etc. complete
OD429530/2025-2026:Testing(Yield test) the water taken from the borewell to know the probability and yield and providing certificate from the authorised laboratory by ground water development
OD429532/2025-2026:Water quality test
51.18.12.7:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 65 mm nominal dia
16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
OD429775/2025-2026:Providing and fixing PVC valve of approved quality (screwed end) :63 mm nominal bore
OD430219/2025-2026:Supplying and fixing granite name board
13.71:Lettering with black Japan pint of approved brand and manufacture
pump house
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
OD429899/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
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.
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)
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work
13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
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