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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 CrAdmitted-Finance 1011 SEC 4 EXT ROHTAK 1011 SECTOR 4 EXT ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹25.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹29.0 Cr+₹3.2 Cr (12.5%)Admitted-Finance 122 SAMHARIYA ASOPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | ₹29.0 Cr+₹3.2 Cr (12.5%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shiv Construction Company L2 | Gauri Buildcon Pvt. Ltd. L1 |
|---|---|---|---|---|---|
| 1.00NS Items | |||||
| 1.01 | `Providing and fixing M.S. fastner 8mm i/d 65mm long complate in all respect.(N.S)
` | 12,760 | Each | 35 ₹4,46,600 Lowest | 37.8 ₹4,82,328 |
| 1.02 | Bored cast-in-situ M25 grade RCC pile of 500mm diametre in all kinds of soil (including hard and boulders) excluding cost of steel reinforcement, complete as per drawing specifications of latest edition including cost of bentonite slurry, initial vertical and lateral load tests, routine load tests and removal of excavated earth with all lifts and lead upto 1000 Mtr. complete (N.S)
(i) 500 dia piles
(A) The scope of work in the above items include:
(1) The cost of all initial layout of piles and setting out, initial excavation, if any
(2 a) The cost of boring through all types of soils/existing road/ pavement, removal of all obstruction like boulders, old foundation concrete or rock to be paid in relevant item above by chiseling or any other method as approved by the Engineer-in-charge. If a bore is abandoned for any reason no payment shall be made for such incomplete boring and shifting of the equipments
(2 b) The cost of filling up of the empty bore, if required
(3) The cost of preparation, circulation and handling of bentonite slurry.
(4) The cost of disposal of all spoil, bentonite waste to keep the work area neat.
(5) The cost of providing temporary liner and its withdrawal, if required below adjoining ground level (irrespective of the R.L of the adjoining ground level) for vertical piles)
(6) The cost of providing and mixing all ingredients of cement concrete (except reinforcement steel) including admixtures, with batching plant, transporation, placement of concrete by tremie pipe for the required lengths of pile including providing cover blocks, stiffeners, handling bars etc. for safe handling of reinforcement cage.
(7) The cost of breaking of pile head not earlier than 3 days after concreting and to remove spoil concrete to bring the pile head to the socketing level including cleaning and arranging the extended reinforcement bars as per drawings.
(8) The cost of working for all leads, lifts, pumping / bailing out of water, labour, material and equipment etc.
(9) The cost of mobilizing to site, installation at different locations transferring / dismantling, shifting, reinstalling and removal from site of the piling rigs and / or other equipments and all accessories including working plateforms
(10) The cost of identification, protection and maintenance of existing services, if any, which in the opinion of Engineer-in-charge are likely to be affected by piling operation incl. temporary shifting of such services to facilitate piling job shall also have to be done, if so required by the Engineer-in-charge and the cost for the same as assessed by the engineer-in-charge shall be reimbursable.
(11) The cost of barricading and all traffic safety requirements as specified in the tender document.
(12) The cost of all incidentals, labour, material, equipment and works required to execute the job. The item also includes any other incidental expenditures for completing the job as per the direction of the engineer-in-charge
(13) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP.
(14) Initial vertical load testing, horizontal load testing, routine load tesing required as per IS : 2911 part (iv) and as per MoRTandH specification
(B) Mode of measurement:
(1) Length of pile shall be measured from cut off level to the tip of the pile correct to a cm in case where the pile is terminated. The rock level shall be determined as per criteria mentioned elsewhere in the tender document for payment of boring through rock
(2) Reinforcement steel shall be measured and paid separately | 1,798.35 | Rmt. | 12,200 ₹2,19,39,870 | 3,595.11 ₹64,65,266.07 Lowest |
| 1.03 | Excavating, supplying and filling of Tibaa Sand (including royalty) by mechanical transport up to any lead and lift also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete (HSR 4.33) (NS) | 2,046.81 | cum | 87 ₹1,78,072.47 Lowest | 121.3 ₹2,48,278.05 |
| 1.04 | Extra for grouting the joints of floor tiles having joints of 3 mm width and 20 mm depth , using epoxy grout including filling and grouting and finishing complete as per direction of Engineer -In -charge. (NS based on HSR ) size of the tile is 300 mm x 300 mm | 3,107.88 | Sqm | 50 ₹1,55,394 Lowest | 375.33 ₹11,66,480.6 |
| 1.05 | Extra for half brick masonry in superstructure, above floor IV level for every three floors or part thereof by mechanical means (N.S Based on HSR 7.29) | 1,422.35 | Sqm | 30 ₹42,670.5 Lowest | 31.64 ₹45,003.15 |
| 1.06 | Extra for plastering exterior walls of height more than 13 m upto 16 m (N.S based on HSR 11.35). | 2,424.86 | Sqm | 50 ₹1,21,243 | 40.43 ₹98,037.09 Lowest |
| 1.07 | Extra for plastering exterior walls of height more than 16 m upto 19 m (N.S based on HSR 11.35). | 2,424.86 | Sqm | 75 ₹1,81,864.5 | 61.53 ₹1,49,201.64 Lowest |
| 1.08 | Extra for plastering exterior walls of height more than 19 m upto 22 m (N.S based on HSR 11.35). | 2,424.86 | Sqm | 100 ₹2,42,486 | 81.75 ₹1,98,232.31 Lowest |
| 1.09 | Extra for plastering exterior walls of height more than 22 m upto 25 m (N.S based on HSR 11.35). | 614.55 | Sqm | 100 ₹61,455 Lowest | 101.96 ₹62,659.52 |
Tender Value
₹29.3 Cr
EMD Value
₹58.7 L
Closing Date
12 Mar 2026, 5:00 pmClosed
Vijay Dalal
PD - IV, Rohtak
Construction of Teachers Houses 1300 sft. (G plus 6) type-II in University of Health Sciences, Rohtak (Balance work).
2026_HRY_504106_1
202697D67AE5 502D 42D4 80E7 576CB798D209654BAR
Open Tender
Civil Works
Works
730 days
Rohtak
3 documents required · 3 mandatory
₹20,000
₹58.7 L
Yes
30 Aug 2026
20 Feb 2026
12 Mar 2026
20 Feb 2026
12 Mar 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1NS Items | |||||
| 1.01 | `Providing and fixing M.S. fastner 8mm i/d 65mm long complate in all respect.(N.S)
` | 12,760 | Each | 100 | ₹12,76,000 |
| 1.02 | Bored cast-in-situ M25 grade RCC pile of 500mm diametre in all kinds of soil (including hard and boulders) excluding cost of steel reinforcement, complete as per drawing specifications of latest edition including cost of bentonite slurry, initial vertical and lateral load tests, routine load tests and removal of excavated earth with all lifts and lead upto 1000 Mtr. complete (N.S)
(i) 500 dia piles
(A) The scope of work in the above items include:
(1) The cost of all initial layout of piles and setting out, initial excavation, if any
(2 a) The cost of boring through all types of soils/existing road/ pavement, removal of all obstruction like boulders, old foundation concrete or rock to be paid in relevant item above by chiseling or any other method as approved by the Engineer-in-charge. If a bore is abandoned for any reason no payment shall be made for such incomplete boring and shifting of the equipments
(2 b) The cost of filling up of the empty bore, if required
(3) The cost of preparation, circulation and handling of bentonite slurry.
(4) The cost of disposal of all spoil, bentonite waste to keep the work area neat.
(5) The cost of providing temporary liner and its withdrawal, if required below adjoining ground level (irrespective of the R.L of the adjoining ground level) for vertical piles)
(6) The cost of providing and mixing all ingredients of cement concrete (except reinforcement steel) including admixtures, with batching plant, transporation, placement of concrete by tremie pipe for the required lengths of pile including providing cover blocks, stiffeners, handling bars etc. for safe handling of reinforcement cage.
(7) The cost of breaking of pile head not earlier than 3 days after concreting and to remove spoil concrete to bring the pile head to the socketing level including cleaning and arranging the extended reinforcement bars as per drawings.
(8) The cost of working for all leads, lifts, pumping / bailing out of water, labour, material and equipment etc.
(9) The cost of mobilizing to site, installation at different locations transferring / dismantling, shifting, reinstalling and removal from site of the piling rigs and / or other equipments and all accessories including working plateforms
(10) The cost of identification, protection and maintenance of existing services, if any, which in the opinion of Engineer-in-charge are likely to be affected by piling operation incl. temporary shifting of such services to facilitate piling job shall also have to be done, if so required by the Engineer-in-charge and the cost for the same as assessed by the engineer-in-charge shall be reimbursable.
(11) The cost of barricading and all traffic safety requirements as specified in the tender document.
(12) The cost of all incidentals, labour, material, equipment and works required to execute the job. The item also includes any other incidental expenditures for completing the job as per the direction of the engineer-in-charge
(13) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP.
(14) Initial vertical load testing, horizontal load testing, routine load tesing required as per IS : 2911 part (iv) and as per MoRTandH specification
(B) Mode of measurement:
(1) Length of pile shall be measured from cut off level to the tip of the pile correct to a cm in case where the pile is terminated. The rock level shall be determined as per criteria mentioned elsewhere in the tender document for payment of boring through rock
(2) Reinforcement steel shall be measured and paid separately | 1,798.35 | Rmt. | 100 | ₹1,79,835 |
| 1.03 | Excavating, supplying and filling of Tibaa Sand (including royalty) by mechanical transport up to any lead and lift also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete (HSR 4.33) (NS) | 2,046.81 | cum | 100 | ₹2,04,681 |
| 1.04 | Extra for grouting the joints of floor tiles having joints of 3 mm width and 20 mm depth , using epoxy grout including filling and grouting and finishing complete as per direction of Engineer -In -charge. (NS based on HSR ) size of the tile is 300 mm x 300 mm | 3,107.88 | Sqm | 100 | ₹3,10,788 |
| 1.05 | Extra for half brick masonry in superstructure, above floor IV level for every three floors or part thereof by mechanical means (N.S Based on HSR 7.29) | 1,422.35 | Sqm | 100 | ₹1,42,235 |
| 1.06 | Extra for plastering exterior walls of height more than 13 m upto 16 m (N.S based on HSR 11.35). | 2,424.86 | Sqm | 100 | ₹2,42,486 |
| 1.07 | Extra for plastering exterior walls of height more than 16 m upto 19 m (N.S based on HSR 11.35). | 2,424.86 | Sqm | 100 | ₹2,42,486 |
| 1.08 | Extra for plastering exterior walls of height more than 19 m upto 22 m (N.S based on HSR 11.35). | 2,424.86 | Sqm | 100 | ₹2,42,486 |
| 1.09 | Extra for plastering exterior walls of height more than 22 m upto 25 m (N.S based on HSR 11.35). | 614.55 | Sqm | 100 | ₹61,455 |
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