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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-Finance | ₹2.2 Cr | L1 | Accepted-Finance being L1 |
| 2 | L2₹2.3 Cr+₹10.9 L (4.96%)Rejected-Finance | ₹2.3 Cr+₹10.9 L (4.96%) | L2 | Rejected-Finance being L2 |
| 3 | L3₹2.3 Cr+₹12.7 L (5.79%)Rejected-Finance | ₹2.3 Cr+₹12.7 L (5.79%) | L3 | Rejected-Finance being L3 |
| 4 | L4₹2.4 Cr+₹15.2 L (6.93%)Rejected-Finance | ₹2.4 Cr+₹15.2 L (6.93%) | L4 | Rejected-Finance being L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
16 Apr 2026, 11:00 amClosed
Superintending Engineer
Near Shoolini Mata Mandir, Solan.
Formation Cutting, C/o Retaining structure, Cross drainage work, P/L GSB, WMM,BC, C/o U-Shape/V-Shape drain, Parapets, P/L Interlocking concrete paver block and P/F sign board etc. in Km. 0/00 to 1/820 under PMGSY IV.
2026_CEHP_147095_1
PMGSY-IV-12019-29 dated 24.03.2026
Open Tender
CIVIL
Percentage
456 days
SOLAN
As per SBD
10 documents required · 10 mandatory
₹7,000
₹5.5 L
9 Jul 2026
24 Mar 2026
16 Apr 2026
25 Mar 2026
16 Apr 2026
25 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation in soil in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of mixed soil , ordinary rock and hard rock .All work of rock cutting by blastingshall be carried out by taking all necesary precautions against soil erosion ,damages to hill side ,water pollution etc. and to protect stability of hill side .Rock shall be excavated with chiseling and wedging out of rock (where blasting is prohibited) .All earth work in cutting /excavation including rock excavation shall be carried out true to lines ,grades ,sides slopes,width,camber,super-elevation and level as shown on the drawing and as directed by the Engineer-in-Charge in conformity with the requirement of MoRD technical specification for Rural Road, Section. 300 & 1600 to achive designed formation width including hauling and stacking of materials useful for constrcution at suitable sites safe manner and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load and animal transport and mechanical means along with its levelling, fine dressing and carriage of machineries, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. The land for dumping sites shall be arranged by the contractors himself and nothing extra shall be paid on this account,filling of unevenness blind age and finishing of the road to specified dimensions or as directed by the Engineer-in-charge for smooth riding. The recovery for stones, whether usefule or not for 1253.72 (one thousand two hundred fifty three point seventy two) cubic metre at the rate of Rs 300per cum (Rupees three hundred only) per cubic meter shall be effected on prorata basis in all circumstances .Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor ,which shall have to be duly compensated by him in all cases. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performanec of this contract. | |||||
| 2Construction of embankment with approved materials deposited at site from roadway cutting and excvation of other road structures or other sources in layers of suitable thickness not exceeding 200mm ( two hundred millimetre) spreading to required slope and compacted with three wheel 80-100 KN (Eighty to one hundred KiloNewton) static/ vibratory road roller to meet the requirements of table 300.1 and 300.2 of MORD specifications 2014 clause 301 to lines, grades, level and cross sections as per drawings or directions of the Engineer-in-charge including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water wherever required including hauling of materials for construction of embankment within all leads and lifts. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | |||||
| 3Construction of sub grade and earthen shoulder with approved material obtained from borrow pits and laid in layers of suitable thickness not exceeding 200mm ( two hundred millimetres) and compacted with 80-100 KN (Eighty to one hundred Kilonewton). static/ vibratory road roller to meet the requirements of table 300.1 and 300.2 of MORD specifications 2014 clause 303 to lines, grades, level and cross sections as per drawings or directions of the Engineer-in-charge including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water wherever required including handling of materials for construction of embankment within all leads and lifts. The rate shall include carriage of machineries, equipment, tools and materials and safety measures, payment of all taxes and other incidentals necessary to complete the work in all respects as per direction of Engineer-in-charge including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | |||||
| 4Earth work in excavation for structures such as Retaining walls, breats walls, culverts, drains and parapets etcetera in all type of classification of soil as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m (Fifty metre), dressing of sides and bottam and back filling in trenches with excavated suitable material. Ordinary soil upto 3.00m (Three metre) depth. and as directed by the Engineer-in- Charge at site according to the M.O.R.D. technical specification 2014 in association with other clauses.The cost of all useful material such as stones , shingles and aggregates received from the excavation shall be recovered from the contractor All the surplus material shall be disposed off by the contractor at approved dumping locations , to be identified by him at his own level and as per EMP guidelines and approval/ instruction of the Engineer without any additional cost. Any loss to the public / private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases as per regulations and instructions of Engineer-in-charge including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | |||||
| 5Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:4:8, {(one cement: four sand : eight graded crushed stone aggregate 40 mm (Forty millimetre nominal size)} on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification 2014 Clause 802, 803, 1202 and 1203 as per the direction of the Engineer-in-charge , including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | |||||
| 6Filter Media behind abutment, wing wall and return wall complete as per drawings & MORD technical specification 2014 Clause 1604.7 The rate shall include carriage of machineries, equipment, tools and materials and safety measures, payment of all taxes and other incidentals necessary to complete the work in all respects. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | |||||
| 7Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm (one hundred millimetres) dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) (one vertical):(twenty Horizontal) towards drawing face complete as per drawing and M.O.R.D. technical specification 2014 clauses 614,709 and 1204.3.7 as per the direction of Engineer-in-charge , including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | |||||
| 8Providing and laying of boulder apron laid in wire crates with 4mm ( four millimetrre ) dia G.I. wire ( Galvanized iron wire) confirming to IS:280 (IS : two hundred eighty ) and IS : 4826 (IS : four thousand eight hundred twenty Six) in 100mmx100mm ( hundred millimetres into hundred millimetres) mesh ( Woven diagonally ) including 10% ( ten percent ) extra for laps and joints laid with stone boulders weighing not less than 25kg ( twenty five kilogramme) each and stone spalls as per drawing and M.O.R.D. technical specification 2014 Clause 1301 and as per directions of Engineer-in-Charge including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | |||||
| 9Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performance of this contract. | |||||
| 10Construction of Granular Sub-Base by providing well graded material of nominal maximum size grading 80 mm (eight milimetre) as per table 2.3 (two point three) of IRC SP-72-2008 (IRC-SP-seventy two-two thousand eight), spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface , mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 KN (eighty to one hundred kilonewton) static Roller capacity to achieve the desired density complete as per specifications contained in para 2.2 (two point two), 3.6 (three point six), & 3.7 (three point seven) of IRC SP-77-2008 (IRC-SP-seventy seven-two thousand eight) (By Using fresh material) and as per MORD specifications and as per the direction of Engineer-in -Chargeincluding entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performanec of this contract. | |||||
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