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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 CrAccepted-AOC | ₹12.9 Cr Quoted ₹13.1 Cr | L1 | Accepted-AOC BING BOND CREATED |
| 2 | L2₹13.2 CrRejected-Finance 0 | ₹13.2 Cr | L2 | Rejected-Finance REJECTED BEING HIGHER RATE FOUND |
| 3 | L3₹13.6 CrRejected-Finance | ₹13.6 Cr | L3 | Rejected-Finance REJECTED BEING HIGHER RATE FOUND |
| 4 | L4₹14.3 CrRejected-Finance | ₹14.3 Cr | L4 | Rejected-Finance REJECTED BEING HIGHER RATE FOUND |
| 5 | L5₹15.0 CrRejected-Finance NAWABGANJ GONDA UTTAR PRADESH 271303 | GONDA | GONDA | UTTAR PRADESH | 271303 | ₹15.0 Cr | L5 | Rejected-Finance REJECTED BEING HIGHER RATE FOUND |
Tender Value
₹19 Cr
EMD Value
₹30 L
Closing Date
27 Jan 2024, 12:00 pmClosed
OFFICE OF SE SUL.AMETHI CIRCLE PWD SULTANPUR
OFFICE OF SE SUL.AMETHI CIRCLE PWD SULTANPUR
BOQ
2024_CEUFZ_877292_1
3771/1com-Sul.A.Cir./2023-24 DATED 26.12.2023
Open Tender
Civil Works - Roads
365 days
SULTANPUR
NIT
2 documents required · 2 mandatory
₹2,714
₹30 L
Yes
OFFICE OF SE SUL.AMETHI CIRCLE PWD SULTANPUR
22 Mar 2024
4 Jan 2024
27 Jan 2024
4 Jan 2024
27 Jan 2024
4 Jan 2024
23 Jan 2024
Amount
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. As per MoRTH Specification-301
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. As per MoRTH Specification-305
Construction of granular sub-base by providing close graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete As per MoRTH 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. complete. As per MoRTH clause 406
Providing, laying, spreading and compacting graded Sukrut stone aggregate to Stablised wet mix macadam ETA (WMM + 1 % Cement+3.5 % Bitumen Emulsion) 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. complete as per MoRTH clause 406
Providing and laying dense graded bituminous macadam 50 mm Thickwith 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.
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH Specification-503 for B.C.
Providing and laying bituminous concrete 30/40 mm thick 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
(A) Same as above in item No.-2 but for Construction of Shoulder/Patri for Ordinary Soil. As per MoRTH Specification-305
Construction of NP3 Hume pipe culvert- Earth work in excuavation in foundation trenches or drains (not exccding 1.5 m. in width or 10sqm.on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. As per SOR DAR 2.6.1
Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per MORTH Spe-2100
Providing and laying 40 mm gauge brick ballast below pipe and in sides As per SOR Chapter-1
Supply of 1000 mm dia NP3 pipe. As per SOR
Laying & fixing of 1000 mm dia NP-3 pipe with collers As per Non Sch Item-12D SOR Chapter-17
Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1 SOR Chapter-6
Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand) As per DAR 13.32.1 SOR Chapter-11
12mm cement plaster in 1;3 cement & coarse sand mortar.As per DAR 13.4.1 SOR Chapter-11
Supply of 600 mm dia NP3 pipe.As per SOR
Laying & fixing of 600 mm dia NP-3 pipe with collers As per SOR Chapter-17
Supply of 350 mm dia NP3 pipe.As per SOR
Laying & fixing of 350 mm dia NP-3 pipe with collers As per SOR Chapter-17
Construction of Single Cell RCC box culvert (3mX3m)- Dismentalling brick work or stone work in lime or cement mortar and including stacking of material as directed by E/I within a distance of 60 meter (200Feet) as per S.I. No. 692
For Dewatering during Construction by 10 H.P. Dewatering Pump.
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. As per MoRT&H Specification. S.I. No.-12.1 & Clause 304
Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15)
Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-25)
Plain/reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-25)
Providing concrete for plain/reinforced concrete complete in super structure as per drawing and technical specification. As per MoRT&H S.I. No.-14.1 (B) & Clause 1500,1600 & 1700 (M-25)
Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600
Supplying, fitting & placing HYSD bar reinforcement in sub structure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-13.6 & Clause 1600 & 2200
Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-14.2 & Clause 1600
Providing and Laying cement concrete wearing coat M-30 Grade including reinforcement complete. as per drawing and technical specification. As per MoRT&H S.I. No.-14.4 & Clause 2702
Provinding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. As per MoRT&H S.I. No.-15.4 & Clause 2504
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Providing Weapholes in brick masonry/ stone masonry ,plain/ Reinforced abutment, wing wall , returning wall with 100 mm dia AC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and
Providing & Laying of asphaltic plug joint to provide for horizontal movement complete As per MORD specification
Construction of U-Type drain in abadi portion- Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m. As per MoRTH Specification-301
Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-2100
Providing and laying 20 mm gauge approved stone in M25 Concrete by laid over base concrete including supply all materials, curing, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-1500
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications.As per MoRTH Specification-1600
M/S RAJ CONSTRUCTION
M/s Alok Infra Projects
M/S LUCKY TRADERS
M/S SRI JAN CONSTRUCTION
m/s sai construction
M/S JITENDRA SINGH
M/S A.S.TRADERS
M/S G S COATINGS
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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