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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAccepted-AOC | ₹8.0 Cr Quoted ₹7.7 Cr | L1 | Accepted-AOC DUE TO L1 |
| 2 | L2₹7.8 Cr+₹11.8 L (1.54%)Rejected-Finance | ₹7.8 Cr+₹11.8 L (1.54%) | L2 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 3 | L3₹9.9 Cr+₹2.2 Cr (29.0%)Rejected-Finance GALI NO 1 KRISHNA NAGAR MAINPURI | ₹9.9 Cr+₹2.2 Cr (29.0%) | L3 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 4 | L4₹10.0 Cr+₹2.3 Cr (29.8%)Rejected-Finance | ₹10.0 Cr+₹2.3 Cr (29.8%) | L4 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 5 | Not Admitted-Fee/PreQual/Technical 0 STATION ROAD PARICHHA PARICHHA NEAR BANK OF INDIA JHANSI UTTAR PRADESH 284305 | JHANSI | UTTAR PRADESH | 284305 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹10 Cr
EMD Value
₹20 L
Closing Date
2 Apr 2025, 12:00 pmClosed
SE, LUCKNOW CIRCLE, PWD, LUCKNOW
OFFICE OF SE, LUCKNOW CIRCLE, PWD, LUCKNOW
Widening and Strengthening work of Unchahar Kharauli Road going to Teer Ka Purwa Ganga Ghat
2025_CEUCZ_1015081_1
1611/401C(1)-L.CIR/24-25, Dt. 22-02-25
Open Tender
Civil Works
Item Rate
365 days
RAEBARELI
Widening and Strengthening work of Unchahar Kharauli Road going to Teer Ka Purwa Ganga Ghat
2 documents required · 2 mandatory
₹2,714
₹20 L
Yes
OFFICE OF SE, LUCKNOW CIRCLE, PWD, LUCKNOW
5 Jun 2025
7 Mar 2025
2 Apr 2025
7 Mar 2025
2 Apr 2025
7 Mar 2025
7 Mar 2025
Amount
(A) Dismentiling : Dismentiling of existing structures like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete,wood work,steel work,including T&p and scaffolding wherever necessary,sorting the dismanted material,disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m asper Technical specification Clause 202.By Mechnical means (Excluding GST)
(B) C/O Bridge : Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation tranches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, including getting out the all kinds of soil. (Excluding GST)
Providing and laying in position Cement Concrete of specified grade excluding the cost of centering & shuttering- All work upto plinth level as per DAR No.4.1.6 (Excluding GST)
Supplying fitting and placing HYSD bar reinforcement in complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 (Excluding GST)
RCC grade M-20 Providing and laying cement concrete in retaining walls, return wall, walls (any thickness) including attached pilasters columns, piers, abutments, pillers, posts, struts, buttresses string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window, sills, fillets, sunken floors etc. upto floor five levels excluding centering and shuttering and finishing. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm (nominal size) As per DAR No. 4.2.2 (Excluding GST)
Centering and shuttering including strutting, propping etc and removal of form work for- Columns, piers, abutment, pillars, posts and struts. As per DAR No. 4.3.3 (Excluding GST)
Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 coarse sand) (As per DAR- 6.1.1) (Excluding GST)
Brick work with common burnt clay (non modular) bricks of class-150 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 Cement : 4 coarse sand) (As per DAR- 6.4.1) (Excluding GST)
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) (As per DAR- 13.31) (Excluding GST)
Providing weep holes in brick masonery/ plain/ reinforced concrete abutment , wing wall/retaining wall with 100mm dia AC pipe extending through the full width of the structure with slop of 1V 20H towards drawing face completeSr no. 15.14 Morth Tech. Spec.2706 and 2200 (Excluding GST)
Drainage Spouts complete as per drawing and Technical specification (Excluding GST)
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (Excluding GST)
Lowering 100 mm dia pipe 20m deep in 150 mm dia booring including of material, labour, T&P & hire charges of equipment for watering to down the water level strata including all T&P complete. (Excluding GST)
Hire charges of 5.00 H.P. disel pump including fuel, P.O.L. and wages of driver during period of excavation to construction of dewatering. (Excluding GST)
(C) Protection work : Providing and laying boulders Pitching in apron on drain bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (Excluding GST)
Brick on edge flooring with bricks of class-150 on a bed of 12 mm cement mortar 1:4 (1 cement : 4 coarse sand), including filling the joints with same mortar, with common burnt clay non modular bricks. As per DAR No. 11.1.1 (Excluding GST)
(D) Diversion work : Laying reinforced cement concrement 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 (1200 mm) (Excluding GST)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to reqired slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (Excluding GST)
(E) Road work : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts lead upto 1000 metres. (Excluding GST)
Construction of embankment with approved material obtained all lifts upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 as per technical specification clause 301.5 (Excluding GST)
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections per Technical Specification Clause 302.3 (Excluding GST)
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. (Excluding GST)
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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Excluding GST)
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 0.70 kg/sqm usingmannual means . (Excluding GST)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Excluding GST)
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. (Excluding GST)
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 (Excluding GST)
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement of any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted usig needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finished to lines and grade as per drawing and Technical Specification Clause 1501 (Excluding GST)
Construction of 'U Type Drain (Excluding GST)
Construction HP Culvert 350 mm dia (Excluding GST)
Construction HP Culvert 600 mm dia (Excluding GST)
Construction HP Culvert 1000 mm dia (Excluding GST)
M/s Raj Laxmi Enterprises (BID ID -5097106)
M/S KUMAR CONSTRUCTION (BID ID -5037534)
Narayan Construction (BID ID -5054372)
tech_bid_open.pdf
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