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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹1.9 Cr+₹7.0 L (3.59%)Accepted-AOC BERLA BADIADKA KASARGODU | BADIADKA | KASARAGOD | KERALA | ₹1.9 Cr+₹7.0 L (3.59%) Quoted ₹2.0 Cr | L2 | Accepted-AOC L2 at L1 rate |
| 2 | L1₹1.9 CrRejected-AOC | ₹1.9 Cr | L1 | Rejected-AOC L1 - withdrawn |
| 3 | Rejected-Technical M C ROAD ANGAMALY ERNAKULAM | ANGAMALY | ERNAKULAM | KERALA | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical SREELAKSHMI HOUSE KOLAKKOTTUCHOLA P O MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676517 | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L8 |
Tender Value
₹2.5 Cr
EMD Value
₹1 L
Closing Date
28 Nov 2022, 5:00 pmClosed
Regional Project Director
RPMU KRWSA, 2nd Floor, Bldg. No.3/253, Near AKG Hospital, Talap, Kannur-
Construction of 280Nos. Rain Water Harvesting Ferro Cement Tank of capacity 10,000 litres for the households Aralam , Cherupuzha ,Ulikkal GP in Kannur District , as per the list approved by GP
2022_KRWSA_528521_1
001/KRWSA/KNR/RWH/3GPs/2022-23
Open Tender
Civil Works - Water Works
Item Rate
90 days
Aralam, Cherupuzha and Ulikkal GPs in Kannur Distr
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
Yes
₹1 L
Yes
Regional Project Management Unit, KRWSA, Kannur
16 Mar 2023
14 Nov 2022
30 Nov 2022
14 Nov 2022
28 Nov 2022
16 Nov 2022
14 Nov 2022 - 28 Nov 2022
16 Nov 2022
Amount
ARALAM GP
FOUNDATION
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)
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 : 8 graded stone aggregate 40 nominal size)
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
60.7.1 : 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
Superstructure
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 : 4 graded stone aggregate 20 mm nominal size)
5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
13.18 : Neat cement punning
13.38 : Satna lime wash on walls with one coat
od197799/2022_2023 : Supply and fixing chicken mesh 24 gauge <br>
od197853/2022_2023 : Supply and fixing weld mesh 50 mm x 50mm , 10 gauge.
od197859/2022_2023 : Plastering with CM:1:2.5 (1 cement:2.5 coarse sand) in 2 layers from inside & outside the reinforcement cage made of MS 6mm dia bars, weld mesh & chicken mesh along the spherical roof of RWH tank to form a uniform 24mm thick dome ensuring a minimum 3mm clear cover between reinforcement and outer surface of the wall, including cost of all materials, conveyance, watering, curing etc complete. (second layer of plastering is to be done after 24 hrs of the first coat plastering).<br>
od197870/2022_2023 : Plastering with cement mortar 1:2.5,(1cement : 2.5 coarse sand) 12mm thick over the 6mm MS bars, weld mesh and chicken mesh placed in position, one coat finished with a floating coat of neat cement.including all charge for cost and conveyance, watering curing etc complete. for inside bottom
od197912/2022_2023 : Plastering with cement mortar 1:2.5,(1cement : 2.5 coarse sand) 12mm thick over the 6mm MS bars, weld mesh and chicken mesh placed in position, one coat finished with a floating coat of neat cement.including all charge for cost and conveyance, watering curing etc complete. for dome portion<br>
od198008/2022_2023 : Supplying and fixing 60cm dia ferrocement man hole cover in position with handle including all cost and labour charges etc complete.
od198009/2022_2023 : Supplying and fixing 45cm inner dia & 60cm height ferrocement filtermedia chamber and suitably fix it over the ferrocement tank and making the jointing portion water tight and filling with filter media as per the attached drawing etc complete.
od198023/2022_2023 : Supply and fixing of gutter pipe with 160 mm PVC 6kg/cm2 at the edge of the sloped roof including all clamping/ welding clamps for holding the gutter pipes in the position etc including cost of all specials, end closures, tees and labour charges etc complete.
od198026/2022_2023 : Supply and Fixing 50 mm PVC 6kg/cm2 for scour pipe and over flow pipe
od198052/2022_2023 : Supply and Fixing 75 mm PVC 6kg/cm2 down pipe from the gutter pipe already fixed in position up to the filter pit and from filter pit to well including all clamping/ welding clamps for holding the down pipes in the position etc including cost of all specials, end closures, tees and labour charges etc complete.
od198036/2022_2023 : Supplying & fixing scour valve 50mm dia (PVC )<br>
od198042/2022_2023 : Filling the recharge pit with stones, brick bats, etc available at the locality<br>
od198043/2022_2023 : Supplying & fixing 15mm PVC tap<br>
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
od198053/2022_2023 : Supplying & fixing first flush valve - 75 mm PVC valve including cost of tee, bend etc
CHERUPUZHA GP
FOUNDATION
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)
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 : 8 graded stone aggregate 40 nominal size)
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
60.7.1 : 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
Superstructure
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 : 4 graded stone aggregate 20 mm nominal size)
5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
13.18 : Neat cement punning
13.38 : Satna lime wash on walls with one coat
od197799/2022_2023 : Supply and fixing chicken mesh 24 gauge <br>
od197853/2022_2023 : Supply and fixing weld mesh 50 mm x 50mm , 10 gauge.
od197859/2022_2023 : Plastering with CM:1:2.5 (1 cement:2.5 coarse sand) in 2 layers from inside & outside the reinforcement cage made of MS 6mm dia bars, weld mesh & chicken mesh along the spherical roof of RWH tank to form a uniform 24mm thick dome ensuring a minimum 3mm clear cover between reinforcement and outer surface of the wall, including cost of all materials, conveyance, watering, curing etc complete. (second layer of plastering is to be done after 24 hrs of the first coat plastering).<br>
od197870/2022_2023 : Plastering with cement mortar 1:2.5,(1cement : 2.5 coarse sand) 12mm thick over the 6mm MS bars, weld mesh and chicken mesh placed in position, one coat finished with a floating coat of neat cement.including all charge for cost and conveyance, watering curing etc complete. for inside bottom
od197912/2022_2023 : Plastering with cement mortar 1:2.5,(1cement : 2.5 coarse sand) 12mm thick over the 6mm MS bars, weld mesh and chicken mesh placed in position, one coat finished with a floating coat of neat cement.including all charge for cost and conveyance, watering curing etc complete. for dome portion<br>
od198008/2022_2023 : Supplying and fixing 60cm dia ferrocement man hole cover in position with handle including all cost and labour charges etc complete.
od198009/2022_2023 : Supplying and fixing 45cm inner dia & 60cm height ferrocement filtermedia chamber and suitably fix it over the ferrocement tank and making the jointing portion water tight and filling with filter media as per the attached drawing etc complete.
od198023/2022_2023 : Supply and fixing of gutter pipe with 160 mm PVC 6kg/cm2 at the edge of the sloped roof including all clamping/ welding clamps for holding the gutter pipes in the position etc including cost of all specials, end closures, tees and labour charges etc complete.
od198026/2022_2023 : Supply and Fixing 50 mm PVC 6kg/cm2 for scour pipe and over flow pipe
od198052/2022_2023 : Supply and Fixing 75 mm PVC 6kg/cm2 down pipe from the gutter pipe already fixed in position up to the filter pit and from filter pit to well including all clamping/ welding clamps for holding the down pipes in the position etc including cost of all specials, end closures, tees and labour charges etc complete.
od198036/2022_2023 : Supplying & fixing scour valve 50mm dia (PVC )<br>
od198042/2022_2023 : Filling the recharge pit with stones, brick bats, etc available at the locality<br>
od198043/2022_2023 : Supplying & fixing 15mm PVC tap<br>
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
od198053/2022_2023 : Supplying & fixing first flush valve - 75 mm PVC valve including cost of tee, bend etc
ULIKKAL GP
FOUNDATION
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)
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 : 8 graded stone aggregate 40 nominal size)
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
60.7.1 : 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
Superstructure
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 : 4 graded stone aggregate 20 mm nominal size)
5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
13.18 : Neat cement punning
13.38 : Satna lime wash on walls with one coat
od197799/2022_2023 : Supply and fixing chicken mesh 24 gauge <br>
od197853/2022_2023 : Supply and fixing weld mesh 50 mm x 50mm , 10 gauge.
od197859/2022_2023 : Plastering with CM:1:2.5 (1 cement:2.5 coarse sand) in 2 layers from inside & outside the reinforcement cage made of MS 6mm dia bars, weld mesh & chicken mesh along the spherical roof of RWH tank to form a uniform 24mm thick dome ensuring a minimum 3mm clear cover between reinforcement and outer surface of the wall, including cost of all materials, conveyance, watering, curing etc complete. (second layer of plastering is to be done after 24 hrs of the first coat plastering).<br>
od197870/2022_2023 : Plastering with cement mortar 1:2.5,(1cement : 2.5 coarse sand) 12mm thick over the 6mm MS bars, weld mesh and chicken mesh placed in position, one coat finished with a floating coat of neat cement.including all charge for cost and conveyance, watering curing etc complete. for inside bottom
od197912/2022_2023 : Plastering with cement mortar 1:2.5,(1cement : 2.5 coarse sand) 12mm thick over the 6mm MS bars, weld mesh and chicken mesh placed in position, one coat finished with a floating coat of neat cement.including all charge for cost and conveyance, watering curing etc complete. for dome portion<br>
od198008/2022_2023 : Supplying and fixing 60cm dia ferrocement man hole cover in position with handle including all cost and labour charges etc complete.
od198009/2022_2023 : Supplying and fixing 45cm inner dia & 60cm height ferrocement filtermedia chamber and suitably fix it over the ferrocement tank and making the jointing portion water tight and filling with filter media as per the attached drawing etc complete.
od198023/2022_2023 : Supply and fixing of gutter pipe with 160 mm PVC 6kg/cm2 at the edge of the sloped roof including all clamping/ welding clamps for holding the gutter pipes in the position etc including cost of all specials, end closures, tees and labour charges etc complete.
od198026/2022_2023 : Supply and Fixing 50 mm PVC 6kg/cm2 for scour pipe and over flow pipe
od198052/2022_2023 : Supply and Fixing 75 mm PVC 6kg/cm2 down pipe from the gutter pipe already fixed in position up to the filter pit and from filter pit to well including all clamping/ welding clamps for holding the down pipes in the position etc including cost of all specials, end closures, tees and labour charges etc complete.
od198036/2022_2023 : Supplying & fixing scour valve 50mm dia (PVC )<br>
od198042/2022_2023 : Filling the recharge pit with stones, brick bats, etc available at the locality<br>
od198043/2022_2023 : Supplying & fixing 15mm PVC tap<br>
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
od198053/2022_2023 : Supplying & fixing first flush valve - 75 mm PVC valve including cost of tee, bend etc
VITTAL CONSTRUCTIONS
Andhyodaya
RONIMON MATHEW
JOSEKUTTY ISAC
K.T. DEVASIA
JIJEESH P
Jinod
Bidder Name
Jinod
Andhyodaya
K.T. DEVASIA
JIJEESH P
VITTAL CONSTRUCTIONS
JOSEKUTTY ISAC
SUSTHIRA
RONIMON MATHEW
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