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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
26 Jun 2026, 2:00 pmClosed
The Superintending Engineer,PH Circle,PTA
Office of the Superintending Engineer,KWA, PH Circle,Thiruvalla, Pathanamthitta
JJM-5th SWSM- WSS to Mylapra,Malayalappuzha and Vadasserikkara Panchayaths-Construction of 6LL OHSR at Cheenkalthadam.
2026_KWA_856215_1
08/2026-27/ KWA/PHC/ TVLA(RT2)
Open Tender
Civil Works - Water Works
Item Rate
Mylapra
As per NIT conditions
5 documents required · 5 mandatory
₹9,759
₹1 L
27 Jun 2026
17 Jun 2026
27 Jun 2026
17 Jun 2026
26 Jun 2026
17 Jun 2026
17 Jun 2026 - 26 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of 6.00 LL OHSR at CheenkalThadam | |||||
| 1.001 | OD180017/2025-2026:Charges for preparation of Good For Construction (GFC) drawings (both structural & architectural) through an accredited Structural Engineer/Govt. Accredited Agency after conducting Soil Investigation at site. The charges include the vetting charges for M/s WASCON/similar Govt. Accredited Agency, submission of 3 set of minimum A2 size Drawings for vetting by WASCON, soft copy of drawing in AUTOCAD and any other design consultation charges complete as per direction of Departmental Engineer - In - Charge of the work. | - | no | - | - |
| 1.002 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.003 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | - | cum | - | - |
| 1.004 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 0.4 | cum | - | - |
| 1.005 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 1 | cum | - | - |
| 1.006 | OD170683/2025-2026:Providing dowel bars using 16 mm dia. TMT bars 0.6 m long including drilling holes to a depth of 30 m, filling holes with cement grout, fixing the bars vertical etc, including cost of steel, cement, labour charges for drilling ,filling the holes with grout etc. complete. | - | no | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 0.2 | cum | - | - |
| 1.009 | 5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 0.6 | cum | - | - |
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