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Tender Value
₹12.0 L
EMD Value
₹24,070
Closing Date
13 Jul 2026, 3:00 pm5d left
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Repairs of existing Cross Drain and fixing of slabs on rural roads for a length of 0.210 kms in V.P. Verem- Vaghurme of Priol Constituency of Ponda Taluka.
2026_PWD_30112_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/09/2026-27 LINE-2
Open Tender
Civil Works
120 days
V.P. Verem- Vaghurme of Priol Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹24,070
6 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
13 Jul 2026
6 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 |
|---|---|---|---|---|---|
| 1Earthwork 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, | |||||
| 1.01 | 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. | 180.2 | Cu m | 291 | ₹52,438.2 |
| 2 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. in pipeline trenches and other foundation complete. | 31.8 | Cu m | 2,211 | ₹70,309.8 |
| 3Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
| 3.01 | a)All works upto plinth level | 85.4 | Cu m | 6,810 | ₹5,81,574 |
| 4Centering & shuttering including Strutting, Propping & removal of formwork for : | |||||
| 4.01 | i) Foundations, Footings, Bases for columns and mass concrete | 252 | Sq.m. | 407 | ₹1,02,564 |
| 5Supplying 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. | |||||
| 5.01 | 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) | 180 | Each | 1,017 | ₹1,83,060 |
| 6 | 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. | 105 | Sq.m. | 631 | ₹66,255 |
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