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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 CrAccepted-AOC 32 VISHNU NAGAR BAORI DISTRICT JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | ₹11.0 Cr Quoted ₹27.5 Cr | L1 | Accepted-AOC bid is accepted at the place of Rs. 110197429.50 |
| 2 | L2₹28.2 CrRejected-Finance | ₹28.2 Cr | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
₹26.8 Cr
EMD Value
₹40.2 L
Closing Date
14 Jul 2020, 12:00 pmClosed
S.E. Jhansi Circle, PWD Jhansi
Office of the S.E. Jhansi Circle, PWD Jhansi
In the financial year 2019-20, Construction of widening and strengthening the Block Headquarters of Lalitpur district from km 1 to 17 (300) of Bar-Banpur road under the two Lane widening scheme.
2020_CEJNS_486912_1
2787/44 C- Jhansi Circle/20 Dt- 05-06-2020
Open Tender
Civil Works - Roads
365 days
Lalitpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,715
E.E., P.D., PWD, Lalitpur
₹40.2 L
Yes
Office of the S.E. Jhansi Circle, PWD Jhansi
15 Oct 2020
24 Jun 2020
15 Jul 2020
25 Jun 2020
14 Jul 2020
25 Jun 2020
13 Jul 2020
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 1000 m. (as per MORT&H Specification No. 301, Sl. No. 3.60 mechanical means (depth up 3m) (including all Taxes but excluding GST & Roilty)
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 as per MORT&H Specification No. 305, Sl. No. 3.17 (including all Taxes but excluding GST & Roilty)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (including all Taxes but excluding GST & Roilty)
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and 5 Km. leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. as per MORT&H Specification. (including all Taxes but excluding GST & Roilty)
Construction of granular sub-base by providing close graded material, mixing spreading in uniform layers with motor grader on prepared surface, mixing by mix in plade method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per MORT&H Specification No. 401 (including all Taxes but 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 subbase / base course on well prepared surface and compaction with vibratory roller to achieve the desired density as per MORT&H Specification No. 406 (including all Taxes but excluding GST)
Cemented Sub-Base: Providing, laying and spreading material on a prepared subgrade, adding cement @ 2% by weight to the spread material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. (including all Taxes but excluding GST)
WMM+1% OPC Cement + 3.5% Emulsion: Providing laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement and 3.5% emulsion in uniform single layers on surface/sub-base/base grade and compacting with road roller to achieve the desired density. As per MOR&TH specification No. 406 (including all Taxes but excluding GST)
Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (including all Taxes but excluding GST)
Providing and laying bituminous concreate with 100 TPH batch type hot mix plant producing an average outpur of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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 Morth Specification clause 509 complete in all respects. (including all Taxes but excluding GST)
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 No. 304, Sl. No. 12.1 mechanical means (depth up 3m) (including all Taxes but excluding GST)
Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification No. 304 S.l No. 12.3 (including all Taxes but excluding GST)
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. (as per MoRT&H Specification No. 2100 S.l No. 12.4) (including all Taxes but excluding GST)
Supply of NP-3 Hume pipe 1000 mm dia (S&S Type) up to site. (including all Taxes but excluding GST)
Laying & jointing of NP-3 Hume pipe 1000 mm dia Lobour only. (including all Taxes but excluding GST)
Plain cement concrete in open foundation complete as per drawing and technical specification (PCC grade M 20) (Case-I: Using concrete Mixer (as per MoRT&H Specification No. 1500, 1700 & 2100) Sl. No. 12.8B (including all Taxes but excluding GST)
Stone Masonry Work in Cement Mortar 1:3 for sub structure complete as per Drawing and Technical Specification No. 1400 & 2200 (including all Taxes but excluding GST)
Solid slab superstructure cement concrete in superstructure (RCC Grade M35) (as per drawing and Technical specification MORT&H no. 1500, 1600 & 1700 Sl. No. 14.1B) (including all Taxes but excluding GST)
Providing and laying pitching on slopes lead over prepared filter media including boulders apron laid dry in front of toe of embankment complete (as per drawing and Technical specification MORT&H no. 2504 Sl. No. 15.4) (including all Taxes but excluding GST)
Supplying, fitting and placing HYSD bar reinforcement in substructure complete (as per drawing and Technical specification MORT&H no. 1600 & 2200 Sl. No. 13.6) (including all Taxes but excluding GST)
Raised pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (SI. No. 577) (including all Taxes but excluding GST)
SHARMA CONSTRUCTION
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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