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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-AOC 475 OPP DAMAN GANGA COLONY GAYTRI MANDIR ROAD AMLI SILVASSA 396230 U T OF D NH | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396230 | ₹6.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.0 CrRejected-AOC DADRA AND NAGER HAVELI DN | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396193 | ₹7.0 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | S K PARMAR L1 | Ekta Construction L2 |
|---|---|---|---|---|---|
| 1.00 | Note:
1) The method of excavation shall be approved by the Engineer in charge before execution.
2) Excavation shall be carried out very carefully without damaging existing structures and surrounding if any.
3) If required, the contractor shall provide stabilization by any means to protect the foundation of the existing structure and building without any extra cost.
4) The rate shall include dewatering work (pumping out and removing slush) during execution in underwater conditions, if required.
Excavation for all kinds of soil
Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of surplus excavated earth for all lead within the site area/plot boundary and lift upto 1.5 mt depth, etc. complete, as directed by the Engineer-in-charge. | 2,614 | Cum | 1,500 ₹39.2 L | 300 ₹7.8 L |
| 2.00 | Excavation for all kinds of soil
Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of surplus excavated earth for all lead within the site area/plot boundary and lift from 1.5 mt depth to 3.0 mt depth, etc. complete, as directed by the Engineer-in-charge. | 2,614 | Cum | 100 ₹2.6 L | 300 ₹7.8 L |
| 3.00 | Excavation for all kinds of soil
Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of surplus excavated earth for all lead within the site area/plot boundary and lift from 3.0 mt depth to 5.0 mt depth, etc. complete, as directed by the Engineer-in-charge. | 523 | Cum | 100 ₹52,300 | 300 ₹1.6 L |
| 4.00 | Filling available excavated earth (excluding rock)
Filling available excavated earth (excluding rock) in trenches, plinths, sides of foundations, plot filling, etc. in layers not exceeding 20cm in depth, with optimum moisture content to achieve at least 95% of the maximum dry density (proctor density) including watering, ramming, and compacting by any means for compaction, including transportation, loading, unloading, screening, passes, etc. complete for all lead (from anywhere within the site/ plot area) and lift and as directed by the Engineer-in-charge | 311 | Cum | 2,000 ₹6.2 L | 150 ₹46,650 |
| 5.00 | Carriage of excavated earth/gravel by mechanical transport including loading, transporting, unloading, stacking & leveling at a non-objectional location for a lead of 5.0 Km beyond the initial lead and all lifts, as directed by the Engineer-in-Charge. Item shall be executed only after prior approval of the Engineer-in-charge. | 100 | Cum | 1,000 ₹1 L | 800 ₹80,000 |
| 6.00 | Carriage of excavated earth/gravel by mechanical transport including loading, transporting, unloading, stacking & leveling at non-objectional location lead beyond 5.0 Km per Km and all lifts, etc complete as directed by the Engineer-in-Charge. The item shall be executed only after prior approval of the Engineer-in-charge. | 100 | Per km Per cum | 99 ₹9,900 | 300 ₹30,000 |
| 7.00 | Note -
1) All type of shuttering shall be designed by contractor and submitted to Engineer in charge along with design calculations (if required) for approval and got approved by Engineer in charge. However, Overall responsibility of shuttering in all manner shall of the contractor. Shuttering shall be executed as per approved shop drawing.
2) Some RCC elements (if required and as suggested by EIC) shall be lapped by using a mechanical coupler and it shall include Providing and fixing parallel threaded couplers/ reducer conforming to IS:16172 to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works as per detailed technical specifications and as per direction of Engineer-in-Charge. The position of the coupler shall be approved by the Engineer in charge. No extra payment shall be made for the coupler.
3) Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution in underwater conditions. The contractor shall not claim for dewatering if required.
5) Rate shall be inclusive of providing grooves, drip moulds, pockets, cut-outs etc. and co-ordination of insert sleeves, insert plate (cost of insert sleeves shall be paid separately), encasing if any wherever required while casting for all level all height.
6) Shuttering shall be compatible for heavy / bulky RCC elements, wherever required.
7) Mould release agent of approved make shall be used at every repeatation on formwork material.
Concrete (PCC) of grade - M15
Providing and laying in position Ready mix concrete/ batch mix concrete of cement concrete (PCC) of grade - M15 cement concrete work, using cement content as per approved design mix (Min cementitious level as per latest IS 456 shall be maintained) manufactured in fully automatic batching plant and transported to the site of work in transit mixer for all lead having a continuous agitated mixer, for reinforced cement concrete work including pumping from transit mixer to site of laying; cost of admixtures in recommended proportions as per IS: 9103 to accelerate, retard the setting of concrete, improve workability without impairing strength and durability; finishing, compacting, vibrating, curing, dewatering (if required), etc, excluding the cost of form work and removal of formwork, dewatering (if required), etc. complete for all level, all height/ depth and for all lead and lift and as directed by the Engineer. | 175 | Cum | 10,000 ₹17.5 L | 8,000 ₹14 L |
| 8.00 | Ready mix concrete
Providing and laying in position Ready Mix concrete/Batch Mix concrete of specified grade for reinforced cement concrete work, using cement content as per the approved design mix (maintaining the minimum cementitious level as per latest IS 456) manufactured in fully automatic batching plant and transported to the site in transit mixer for all lead having a continuous agitated mixer. This inlcudes pumping from the transit mixer to the location on site where the concrete is to be laid; cost of admixtures in recommended proportions as per IS: 9103 to accelerate/retard the setting of concrete, improve workability without impairing strength and durability; finishing, compacting, vibrating, curing, dewatering (if required), etc, excluding the cost of formwork and reinforcement, complete for all elements, all floors, all level, any heights/depths, any lead and lift as directed by the Engineer-in-charge.
Concrete of M 25 grade | 25 | Cum | 30,000 ₹7.5 L | 18,000 ₹4.5 L |
| 9.00 | Ready mix concrete
Providing and laying in position Ready Mix concrete/Batch Mix concrete of specified grade for reinforced cement concrete work, using cement content as per the approved design mix (maintaining the minimum cementitious level as per latest IS 456) manufactured in fully automatic batching plant and transported to the site in transit mixer for all lead having a continuous agitated mixer. This inlcudes pumping from the transit mixer to the location on site where the concrete is to be laid; cost of admixtures in recommended proportions as per IS: 9103 to accelerate/retard the setting of concrete, improve workability without impairing strength and durability; finishing, compacting, vibrating, curing, dewatering (if required), etc, excluding the cost of formwork and reinforcement, complete for all elements, all floors, all level, any heights/depths, any lead and lift as directed by the Engineer-in-charge.
Concrete of M 30 grade | 1,129 | Cum | 30,000 ₹3.4 Cr | 17,600 ₹2.0 Cr |
| 10.00 | Reinforcement for R.C.C.
Providing reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding (with GI wire), all complete for all leads and lifts, all levels, all floors, all heights/depths, etc complete and as directed by the Engineer-in-charge.
No separate payment shall be made for lap length, chairs, pins, lifting hooks, spacers, wastage, rolling margin, and binding wire.
Thermo-Mechanically Treated bars Fe 500D/550D | 2,57,047 | Kg | 60 ₹1.5 Cr | 85 ₹2.2 Cr |
Tender Value
₹5.1 Cr
EMD Value
₹15.1 L
Closing Date
16 Apr 2026, 2:00 pmClosed
Executive Engineer (PC),PWD,DNH,Silvassa
PWD Campus Block No.I(Bldg), DNH, Silvassa
Construction of Retaining wall and Storm Water Drain for Nursing college at Sayli, Dadra and Nagar Haveli.
2026_UTDNH_7976_1
E-TENDER NOTICE NO.59 OF 2025-26 (PC)
Open Tender
Civil Works
120 days
UT OF DNH
As per NIT refer
3 documents required · 3 mandatory
₹5,000
Executive Engineer (PC),PWD,DNH,Silvassa
₹15.1 L
27 Apr 2026
30 Mar 2026
16 Apr 2026
30 Mar 2026
16 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2Excavation for all kinds of soil Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of surplus excavated earth for all lead within the site area/plot boundary and lift from 1.5 mt depth to 3.0 mt depth, etc. complete, as directed by the Engineer-in-charge. | |||||
| 3Excavation for all kinds of soil Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal of surplus excavated earth for all lead within the site area/plot boundary and lift from 3.0 mt depth to 5.0 mt depth, etc. complete, as directed by the Engineer-in-charge. | |||||
| 4Filling available excavated earth (excluding rock) Filling available excavated earth (excluding rock) in trenches, plinths, sides of foundations, plot filling, etc. in layers not exceeding 20cm in depth, with optimum moisture content to achieve at least 95% of the maximum dry density (proctor density) including watering, ramming, and compacting by any means for compaction, including transportation, loading, unloading, screening, passes, etc. complete for all lead (from anywhere within the site/ plot area) and lift and as directed by the Engineer-in-charge | |||||
| 5Carriage of excavated earth/gravel by mechanical transport including loading, transporting, unloading, stacking & leveling at a non-objectional location for a lead of 5.0 Km beyond the initial lead and all lifts, as directed by the Engineer-in-Charge. Item shall be executed only after prior approval of the Engineer-in-charge. | |||||
| 6Carriage of excavated earth/gravel by mechanical transport including loading, transporting, unloading, stacking & leveling at non-objectional location lead beyond 5.0 Km per Km and all lifts, etc complete as directed by the Engineer-in-Charge. The item shall be executed only after prior approval of the Engineer-in-charge. | |||||
| 8Ready mix concrete Providing and laying in position Ready Mix concrete/Batch Mix concrete of specified grade for reinforced cement concrete work, using cement content as per the approved design mix (maintaining the minimum cementitious level as per latest IS 456) manufactured in fully automatic batching plant and transported to the site in transit mixer for all lead having a continuous agitated mixer. This inlcudes pumping from the transit mixer to the location on site where the concrete is to be laid; cost of admixtures in recommended proportions as per IS: 9103 to accelerate/retard the setting of concrete, improve workability without impairing strength and durability; finishing, compacting, vibrating, curing, dewatering (if required), etc, excluding the cost of formwork and reinforcement, complete for all elements, all floors, all level, any heights/depths, any lead and lift as directed by the Engineer-in-charge. Concrete of M 25 grade | |||||
| 9Ready mix concrete Providing and laying in position Ready Mix concrete/Batch Mix concrete of specified grade for reinforced cement concrete work, using cement content as per the approved design mix (maintaining the minimum cementitious level as per latest IS 456) manufactured in fully automatic batching plant and transported to the site in transit mixer for all lead having a continuous agitated mixer. This inlcudes pumping from the transit mixer to the location on site where the concrete is to be laid; cost of admixtures in recommended proportions as per IS: 9103 to accelerate/retard the setting of concrete, improve workability without impairing strength and durability; finishing, compacting, vibrating, curing, dewatering (if required), etc, excluding the cost of formwork and reinforcement, complete for all elements, all floors, all level, any heights/depths, any lead and lift as directed by the Engineer-in-charge. Concrete of M 30 grade | |||||
| 10Reinforcement for R.C.C. Providing reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding (with GI wire), all complete for all leads and lifts, all levels, all floors, all heights/depths, etc complete and as directed by the Engineer-in-charge. No separate payment shall be made for lap length, chairs, pins, lifting hooks, spacers, wastage, rolling margin, and binding wire. Thermo-Mechanically Treated bars Fe 500D/550D | |||||
| 11Epoxy coating on reinforcement bars Providing fusion bonded epoxy coating not less than 175-micron thickness and up to 300 microns to reinforcement bars of any diameter as per IS- 13620-1993/ ASTM-775 M, including testing of coating at the plant, transporting, loading, unloading, etc complete and as directed by the Engineer-in-charge. The actual weight of reinforcement bars for which epoxy coating has been carried out shall be measured for payment without considering wastage. | |||||
| 12Formwork using any type of suitable material and/ or proprietary system Providing and fixing formwork using any type of suitable material and/or proprietary formwork system to achieve a fair finished concrete with any shape and any size in plan and elevation including centering, shuttering, strutting, propping, and removal, etc.for all elements, all floors, all level, any heights/ depths, any lead and lift. The height of the propping and centering below supporting floor to ceiling not exceeding 4.00 mts. and removal of the same for in-situ reinforced concrete and plain concrete work, etc complete and as directed by the Engineer-in-charge. The area of shuttering in contact with the concrete surface shall be measured for payment without considering any wastage. No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam. However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it shall not be measured for payment. However, Nothing extra shall be paid for forming such openings Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC item shall be deemed to include the cost of form work. The measurements shall be taken separately for the following item. a) Form work for Foundations, footings, bases of columns, sides of the raft, base PCC, etc. | |||||
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