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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.4 LAccepted-Finance H NO 129 BEHIND CHAPEL KHADPABANDH PONDA GOA | SOUTH GOA | GOA | 403103 | ₹56.4 L | L1 | Accepted-Finance L1 Accepted |
| 2 | L2₹56.4 LRejected-Finance GOA GOA | SOUTH GOA | GOA | 403715 | ₹56.4 L | L2 | Rejected-Finance L2 |
| 3 | L2₹71.3 LRejected-Finance H NO 36 F SIMOLDA WADA REVORA BARDEZ GOA | SOUTH GOA | GOA | 403712 | ₹71.3 L | L2 | Rejected-Finance L2 |
Tender Value
₹70.5 L
EMD Value
₹1.4 L
Closing Date
16 Mar 2026, 3:00 pmClosed
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Construction of road from Ganesh Visarjan to Bharti Paranjape house,at Udiwada V.P.Usgao Ganjem in Valpoi constituency.
2026_PWD_28113_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/53/2025-26 LINE-1
Open Tender
Civil Works
180 days
Udiwada V.P.Usgao Ganjem
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.4 L
12 May 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
Earthwork in excavation of foundation of structures of culverts, abutments piers, retaining walls etc. as per drawing and technical specification, in all types of strata comprising any of the material such as soil, silt sand, clay, gravel, murrum of all varieties shingles, pebbles all types of conglomerates, laterite rock etc soft rock, ordinary rock or disintegrated rock fissured shattered/ decomposed rock or weathered rock all such material as described under appendix to those specification either in full or in parts as the case may be adopting mechanical means (hydraulic excavator) or any approved method or methods as the case may be convenient or permitted inclusive of chiseling and wedging etc in all conditions such as dry, moist, saturated, submerged, foul condition etc including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides, ramming of bottoms, getting out the excavated soil/rock to be leveled and neatly dressed,
pumping and bailing out of water, back filling the excavated earth to the extent required and utilizing the remaining earth locally for road work, barricading, danger lightening, guarding and disposal of excavated earth as directed by the engineer in charge all complete including all leads and lifts and up to depth of excavation as per MoRT & H Specification 304.
Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. in pipeline trenches and other foundation complete.
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in:
a)All works upto plinth level
Centering & shuttering including Strutting, Propping & removal of formwork for :
i) Foundations, Footings, Bases for columns and mass concrete
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge.
b) 75 mm dia
Providing and laying filter media with Granular materials crushed stone Aggregates satisfying the rerquirement As Per Clause 2504.2.2 of MOSRT & H Specification to a thickness of 500 mm laid horizontally in layers of 250mm thick and compacted to firm condition etc. complete as direction by Engineer-in-charge.
Laying and fixing with flush heavy duty non pressure NP3 class R.C.C. pipe with cement mortar in proportion 1:2 (1 cement : 2 fine sand) in joints including cost of jointing materials etc. complete.
Providing at store or site work non-pressure RCC pipes of with collar joints conforming to IS:458-2003 revised as per amendment No.11 , including freight, carting, loading, unloading, stacking etc. complete
Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.
b)Size 900 x 400 x 100 mm with steel reinforcement not less than 5.0 kgs per unit -12 T capacity (The slabs shall be procured through GHRSSIDC enlisted vendors and payment shall be released on submission of invoice)
Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.
f)Size 1200 x 400 x 150 mm with reinforcement not less than 9 kg (The slabs shall be procured through GHRSSIDC enlisted vendors and payment shall be released on submission of invoice)
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.as per MORTH Specification 404
By Manual Means
Grade - III
Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.
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