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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | ₹1.4 L Quoted ₹1.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 LRejected-Finance | ₹1.6 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RAMACHANDRAN K V L1 | JAYAKRISHNAN.K L2 |
|---|---|---|---|---|---|
| 1.00pipe line | |||||
| 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 | 1.73 | cum | 392 ₹677.38 | 450 ₹777.60 |
| 1.00 | OD427034/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with departmental stone including packing to compactness to lines and levels
of all labour charges etc. complete as per direction of Departmental officers at site | 1.73 | cum | 1,870 ₹3,231.36 | 2,500 ₹4,320 |
| 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) | 1.89 | cum | 9,094 ₹17,187.66 | 9,500 ₹17,955 |
| 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) | 0.04 | cum | 8,646 ₹363.13 | 9,500 ₹399 |
| 1.00 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 2.25 | sqm | 511 ₹1,149.75 | 600 ₹1,350 |
| 1.01 | OD427049/2025-2026:
Supply and erection of readymade ferrocement pump house of size 1.5x1.5x2.1m as per Specification. 21-22 RCC post shall be fixed in PCC 1:3:6 of size 45x45x45cm, Foundation alround with solid block masonry with
CM 1:6 of 30x40cm, size ferrocement wall of 1.5mx2.10m of thickness 25mm, ferrocement triangular type
roof made of ferrocement slab of thickness 25mm, MS door of size 75x210cm with 1mm thick MS sheet and
suitable GI frames and painting with two coats of synthetic enamel paint over a coat of iron primer with
suitable locking arrangement and a pad lock of 5 Lever, MS ventilator of size 60x45cm, Flooring with cc 1:4:8
75mm thick and plastered over 12mm thick cement plaster 1:4 and neat cement flushing coat and all wall
surfaces and roof shall be painted with two coats of exterior emulsion paint over coat of primer | 1 | each | 27,250 ₹27,250 | 28,000 ₹28,000 |
| 1.01 | 51.18.12.6:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia | 40 | metre | 738 ₹29,520 | 750 ₹30,000 |
| 1.01 | 50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 | 145 | metre | 426 ₹61,770 | 450 ₹65,250 |
| 1.01 | OD427105/2025-2026:Suppliying and fixing 50 mm dia GI Bend including all charges etc.completed | 1 | each | 112 ₹112 | 150 ₹150 |
Tender Value
₹1.4 L
EMD Value
₹3,566
Closing Date
17 Feb 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID and EW Section Office Erimayur Grama Panchayath
Pullode DWSS Pipeline Linking Motor Shed Reinstallation in Erimayur Grama Panchayath Project NO 172
2026_LSGD_835207_1
5/AE/LSGD/EMR/e-TENDER-6/25-26 dtd 10/02/2026
Open Tender
Civil Works - Water Works
240 days
Erimayur Grama Panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹3,566
Yes
14 May 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
pipe line
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
OD427034/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with departmental stone including packing to compactness to lines and levels of all 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)
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)
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
OD427049/2025-2026: Supply and erection of readymade ferrocement pump house of size 1.5x1.5x2.1m as per Specification. 21-22 RCC post shall be fixed in PCC 1:3:6 of size 45x45x45cm, Foundation alround with solid block masonry with CM 1:6 of 30x40cm, size ferrocement wall of 1.5mx2.10m of thickness 25mm, ferrocement triangular type roof made of ferrocement slab of thickness 25mm, MS door of size 75x210cm with 1mm thick MS sheet and suitable GI frames and painting with two coats of synthetic enamel paint over a coat of iron primer with suitable locking arrangement and a pad lock of 5 Lever, MS ventilator of size 60x45cm, Flooring with cc 1:4:8 75mm thick and plastered over 12mm thick cement plaster 1:4 and neat cement flushing coat and all wall surfaces and roof shall be painted with two coats of exterior emulsion paint over coat of primer
51.18.12.6:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
OD427105/2025-2026:Suppliying and fixing 50 mm dia GI Bend including all charges etc.completed
OD427213/2025-2026:Engaging Elecrition for shifting panel board
OD427219/2025-2026:Engaging Man masdoor
OD444157/2025-2026:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :100 mm nominal bore
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