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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹81.0 L+₹17.5 L (27.5%)Admitted-Finance GOA | SOUTH GOA | GOA | 403802 | L2 | Admitted-Finance | |
| 3 | L3₹84.8 L+₹21.2 L (33.4%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹89.8 L+₹26.3 L (41.4%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | jfjconstruction L3 | jairaj CONSTRUCTION L4 | M/s Aguiar Constructions L2 | R. K. Telematics L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorums of all varieties shingles, pebble all type of conglomerates, laterite rock, soft rock, disintegrated rock, weathered rock, fissured shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. but blasting prohibited, in all conditions such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water, dewatering including setting out construction of shoring and bracing removal stumps and other deleterious matters, dressing of side and bottoms and disposal of excavated soil/rock with all lifts and leads, and backfiling wherever required as per specification and drawing and as directed by the Engineer in charge etc. all complete. | 817 | Cu.m | 450 ₹3,67,650 | 500 ₹4,08,500 | 214.5 ₹1,75,246.5 | 126.55 ₹1,03,393.8 Lowest |
| 2.00 | Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in:
a) Ordinary soil | 23.32 | Sq.m | 100 ₹2,332 | 200 ₹4,664 | 48 ₹1,119.36 | 38.36 ₹894.6 Lowest |
| 3.00 | Demolishing cement concrete 1:4:8 or leaner mix including disposal of material within 50 m lead. | 70.25 | Cu.m | 1,000 ₹70,250 | 300 ₹21,075 Lowest | 710 ₹49,877.5 | 567.43 ₹39,862.1 |
| 4.00 | Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. Lead | 7.5 | Cu.m | 1,200 ₹9,000 | 700 ₹5,250 Lowest | 1,618 ₹12,135 | 1,293.11 ₹9,698.3 |
| 5.00 | Dismantling steelwork in single sections in channels, angles, tees and flats including dismembering and stacking within 50 mts. Lead | 0.36 | qtl | 1,000 ₹360 | 800 ₹288 | 147 ₹52.92 | 117.48 ₹42.29 Lowest |
| 6.00 | Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. | 44.05 | Cu.m | 820 ₹36,121 Lowest | 1,500 ₹66,075 | 1,136 ₹50,040.8 | 907.89 ₹39,992.6 |
| 7.00 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | 42.19 | Cu.m | 2,500 ₹1,05,475 | 2,500 ₹1,05,475 | 3,000 ₹1,26,570 | 1,562.44 ₹65,919.17 Lowest |
| 8.00 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | 5.49 | Cu.m | 3,000 ₹16,470 | 2,700 ₹14,823 | 3,500 ₹19,215 | 1,786.21 ₹9,806.3 Lowest |
| 9.00 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 10.57 | Cu.m | 6,500 ₹68,705 | 5,100 ₹53,907 | 5,186 ₹54,816.02 | 4,144.65 ₹43,808.96 Lowest |
| 10.00 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement, Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 19.32 | Cu.m | 7,500 ₹1,44,900 | 6,500 ₹1,25,580 | 6,115 ₹1,18,141.8 | 4,887.11 ₹94,418.93 Lowest |
Tender Value
₹93.7 L
EMD Value
₹1.9 L
Closing Date
21 Sept 2026, 4:00 pmClosed
EE III
EE, WDIII, WRD, Ponda Goa
Construction of foot bridge across nallah tributary over banks including strengthening and beautifying the guide walls of nallah on either side rejuvenation of fresh water bodies at upper bazaar behind market complex Ponda taluka (Re-Tender) 2nd cal
2026_WRD_31574_1
10/26-27/ACT/WDIII/WRD/350/s1
Open Tender
Miscellaneous Works
Item Rate
180 days
Ponda
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.9 L
30 Sept 2026
4 Sept 2026
22 Sept 2026
4 Sept 2026
21 Sept 2026
4 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorums of all varieties shingles, pebble all type of conglomerates, laterite rock, soft rock, disintegrated rock, weathered rock, fissured shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. but blasting prohibited, in all conditions such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water, dewatering including setting out construction of shoring and bracing removal stumps and other deleterious matters, dressing of side and bottoms and disposal of excavated soil/rock with all lifts and leads, and backfiling wherever required as per specification and drawing and as directed by the Engineer in charge etc. all complete. | 817 | Cu.m | - | - |
| 2 | Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in:
a) Ordinary soil | 23.32 | Sq.m | - | - |
| 3 | Demolishing cement concrete 1:4:8 or leaner mix including disposal of material within 50 m lead. | 70.25 | Cu.m | - | - |
| 4 | Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. Lead | 7.5 | Cu.m | - | - |
| 5 | Dismantling steelwork in single sections in channels, angles, tees and flats including dismembering and stacking within 50 mts. Lead | 0.36 | qtl | - | - |
| 6 | Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. | 44.05 | Cu.m | 1 | ₹44.05 |
| 7 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | 42.19 | Cu.m | 2 | ₹84.38 |
| 8 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | 5.49 | Cu.m | 3 | ₹16.47 |
| 9 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 10.57 | Cu.m | 4 | ₹42.28 |
| 10 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement, Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 19.32 | Cu.m | 5 | ₹96.6 |
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