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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-Finance H NO 214 WARD NO 10 OPP POLICE STATION VALPOI SATTARI GOA | VALPOI | SATTARI | GOA | ₹12.1 L | L1 | Accepted-Finance Quoted below |
| 2 | L2₹12.3 L+₹23,939.90 (1.98%)Rejected-Finance H NO 1212 MAULANGTAD SANKHALIM GOA | SANKHALIM | GOA | ₹12.3 L+₹23,939.90 (1.98%) | L2 | Rejected-Finance Quoted above |
Tender Value
₹12.0 L
EMD Value
₹23,940
Closing Date
4 Aug 2026, 3:00 pmClosed
O/o Executive Engineer WD III DDW Bicholim Goa
O/o Executive Engineer WD III DDW Bicholim Goa
Maintenance of water supply in Sattari taluka Shifting and Reshifting water pipeline for urgent widening of existing narrow culvert at village Pali in VP Dongurli Thane of Poriem Constituency in Sattari Taluka
2026_DDW_30650_1
DDW/D.III/10-4-E/ 06/2026-27-06 Date 27/07/2026
Open Tender
Civil Works - Water Works
Works
180 days
at village Pali in VP Dongurli Thane of Poriem Con
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹23,940
8 Sept 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator) in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. ;All kinds of soil | 1 | cu.m | - | - |
| 2 | Earthwork in excavation by mechanical means (hydraulic excavator) in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. ;All kinds of soil All types of Ordinary rock including all types of laterite rock, blasting prohibited | 1 | cu.m | - | - |
| 3 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, Conforming to IS: 4985-2000, and bearing ISI mark, Class 6 kg/cm2. Outer Dia in mm 63 | - | each | - | - |
| 4 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge. Outer Diameter in mm 63 | - | each | - | - |
| 5 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes. | - | QTL | - | - |
| 6 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 1 | cu.m | - | - |
| 7 | Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity, including the cost of hire charges of mechanical grinder, diesel operated electrical generator set, suitable for supplying power for the grinder for cutting, cost of grinding blades , skilled work force, fuel.etc. required for completion of job as per the direction of Engineer- in -charge Dia in mm 250 | - | each | - | - |
| 8 | Providing and laying in position (1:2:4) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level | - | cu.m | - | - |
| 9 | Centering & shuttering including Strutting, Propping & removal of forms for : Foundations, Footings, Bases for columns | 1 | sq.m | - | - |
| 10 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 1 | cu.m | - | - |
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