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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 CrAccepted-AOC | ₹14.7 Cr | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 147373055.70 by the Employer. |
| 2 | L2₹16.1 CrRejected-Finance 0 | ₹16.1 Cr | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹17.0 CrRejected-Finance | ₹17.0 Cr | L3 | Rejected-Finance Due to L3 Rate |
| 4 | L4₹20.0 CrRejected-Finance DEVKHATIYA GHAZIPUR | GHAZIPUR | UTTAR PRADESH | 232325 | ₹20.0 Cr | L4 | Rejected-Finance Due to L4 Rate |
| 5 | L5₹20.0 CrRejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹20.0 Cr | L5 | Rejected-Finance Due to L5 Rate |
| Sl No | Description | Qty | Unit | SIDDHARTH CONSTRUCTION L8 | M/S RAJ CONSTRUCTION L2 | RAM SANEHI AND SONS L5 | PK Construction L6 | M/S BARHU SINGH KUSHWAHA L4 | ASHUTOSH KUMAR VERMA L1 | V S Y INTERNATIONAL PRIVATE LIMITED L3 | AMBE INFRAPROJECTS PRIVATE LIMITED L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 19,126 | cum | 60 ₹11.5 L | 40 ₹7.7 L | 20 ₹3.8 L | 70 ₹13.4 L | 50 ₹9.6 L | 20 ₹3.8 L | 60 ₹11.5 L | 60 ₹11.5 L |
| 2.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Compaction only) | 19,126 | cum | 70 ₹13.4 L | 50 ₹9.6 L | 40 ₹7.7 L | 80 ₹15.3 L | 50 ₹9.6 L | 20 ₹3.8 L | 60 ₹11.5 L | 70 ₹13.4 L |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 19,000 | cum | 120 ₹22.8 L | 40 ₹7.6 L | 40 ₹7.6 L | 100 ₹19 L | 70 ₹13.3 L | 20 ₹3.8 L | 100 ₹19 L | 120 ₹22.8 L |
| 4.00 | Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2 (Compaction only quanitity obtained from widening) | 6,100 | cum | 100 ₹6.1 L | 50 ₹3.0 L | 50 ₹3.0 L | 100 ₹6.1 L | 50 ₹3.0 L | 20 ₹1.2 L | 100 ₹6.1 L | 100 ₹6.1 L |
| 5.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 9,563 | cum | 4,800 ₹4.6 Cr | 3,500 ₹3.3 Cr | 4,000 ₹3.8 Cr | 4,800 ₹4.6 Cr | 4,500 ₹4.3 Cr | 3,500 ₹3.3 Cr | 3,322 ₹3.2 Cr | 4,500 ₹4.3 Cr |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 9,125 | cum | 5,000 ₹4.6 Cr | 3,560 ₹3.2 Cr | 4,500 ₹4.1 Cr | 4,900 ₹4.5 Cr | 4,700 ₹4.3 Cr | 3,500 ₹3.2 Cr | 3,500 ₹3.2 Cr | 4,600 ₹4.2 Cr |
| 7.00 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . | 65,700 | Sqm | 35 ₹23.0 L | 30 ₹19.7 L | 25 ₹16.4 L | 30 ₹19.7 L | 35 ₹23.0 L | 10 ₹6.6 L | 20 ₹13.1 L | 33 ₹21.7 L |
| 8.00 | Providing and applying tack coat with bitumen VG_10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 65,700 | Sqm | 11.5 ₹7.6 L | 9 ₹5.9 L | 12 ₹7.9 L | 10 ₹6.6 L | 10 ₹6.6 L | 10 ₹6.6 L | 10 ₹6.6 L | 10 ₹6.6 L |
| 9.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (Grade-I) | 5,256 | Cum | 11,000 ₹5.8 Cr | 8,500 ₹4.5 Cr | 10,500 ₹5.5 Cr | 10,900 ₹5.7 Cr | 10,900 ₹5.7 Cr | 7,800 ₹4.1 Cr | 10,000 ₹5.3 Cr | 10,110 ₹5.3 Cr |
| 10.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | 1,971 | Cum | 13,000 ₹2.6 Cr | 9,500 ₹1.9 Cr | 11,500 ₹2.3 Cr | 11,700 ₹2.3 Cr | 12,500 ₹2.5 Cr | 9,500 ₹1.9 Cr | 10,500 ₹2.1 Cr | 12,030 ₹2.4 Cr |
Tender Value
Refer Docs
EMD Value
₹35.4 L
Closing Date
20 Jan 2026, 12:00 pmClosed
SE STP KHERI CIRCLE PWD SITAPUR
SE STP KHERI CIRCLE PWD SITAPUR
W/S of Lakhimpur Feeder Road Ch 0.000 to 3.650
2026_CEUCZ_1103768_1
7149/352C/E.TEND/STP-LMP/25 Dt.26.12.2025
Open Tender
Civil Works
450 days
LAKHIMPUR KHERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹35.4 L
Yes
SE STP KHERI CIRCLE PWD SITAPUR
17 Mar 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
12 Jan 2026
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Compaction only)
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2 (Compaction only quanitity obtained from widening)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .
Providing and applying tack coat with bitumen VG_10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (Grade-I)
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
1000mm dia Hume pipe culvert Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation
Plane/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications. . (PCC M-15)
Brick Masonry Work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per Drawing & Technical Specifications
Providing & Laying 1000mm dia N.P3 Hume pie culvert pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.
U Type Drain Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (M-20)
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Box Culvert 1x6x4mt Span Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, place in foundation and compacted by vibration including curing for 14 days.
Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, as per drawing and technical specifications Clause 1301 (Flat Stone)
Providing and laying reinforced cement concrete M 25 grade in Oprn foundation as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
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.
Drainage Spouts complete as per drawing and Technical specification
Supply and laying one layer of tafelt or any other Equivalent insulting material at the joints of two slab & cover bed block as Expension joint I/C Supply of all material labour T&P for proper completion of work as per direction of E/I
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
Dismantling work of old structures
Running of 5 HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories as site including cost of pol NS page-57
Construction of Divirsion Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5
Supply and laying of RCC Hume pipe 1000mm dia including cost of all material, carriage upto site, loading and unloading, all labour and taxes, work complete as per direction of E/I for cross drainage in route diversion.
Brick soiling with straight over burnt brick laid on edge and dry brick edging on both sides including preparation of sub grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including all labour T&P etc required for proper completion of work.As Per SI No 762(b)
Providing & Laying of Divider on road injcluding all material & T&P etc. (P.C.C.)
Construction of separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrte grade M15,overlaid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel (Divider)
Widening of Cahuraha & Approach Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scraified material within all lifts and lead upto 1000 metres.
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2.
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom .
Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder as per job mix , transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 507 complete in all respects.
Providing and laying bituminious concrete using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects.
5 Year maintenance charges
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