Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 CrAccepted-Finance | ₹11.3 Cr | L1 | Accepted-Finance Winner |
| 2 | L2₹11.3 CrAccepted-Finance | ₹11.3 Cr | L2 | Accepted-Finance Qualified |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-No technical bid found |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Technical Disqualified |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Technical disqualified |
Tender Value
Refer Docs
EMD Value
₹11.3 L
Closing Date
18 Apr 2023, 6:00 pmClosed
Executive Engineer, Sangram division, PWD
Office of the EE, Sangram Division, PWD, Kurung Kumey District, A.P
As per BoQ
2023_PWDAP_1251_1
SGMD/W-48/2022-23/01
Open Tender
Civil Works – Roads
730 days
Nyapin, Kurung Kumey District
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
EE Sangram division, PWD
₹11.3 L
Camp office of EE Sangram Division, PWD
24 Apr 2023
8 Apr 2023
24 Apr 2023
8 Apr 2023
18 Apr 2023
8 Apr 2023
17 Apr 2023
Amount
SH: CC Pavement
Preparation of Sub grade(Preparation of sub grade by excavating earth to an avearge depth of 22.50 cm,dressing to camber and consolidating with road roller,making good the undulation etc.and disposal of surplus earth lead upto 50 m.)
Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundations and plinth.
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
SH:- RCC Slab culvert = 05 Nos.
Excavation for Structures (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.) *Ordinary soil *Manual Means *upto 3 m depth
PCC 1:3:6 in Foundation (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.)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort )
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications *PCC Grade M20 *Height upto 5m
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification *RCC Grade M20 *Using Concrete Mixer *For solid slab super-structure, 20-30% of (a+b+c) *Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
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
SH: RETAININg WALL = 0.80 KM
Excavation for Structures (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.) *Ordinary soil *Manual Means *upto 3 m depth
PCC 1:3:6 in Foundation (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.)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications *Random rubble masonry
Dry rubble Flooring
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
SH: CC DRAIN = 0.860 KM
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth
Centering and shuttering including strutting , propping etc, and removal of form work for :- b) Walls including attached buttresses, pilasters etc.
12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)
Neat Cement Punning
SH: WIDENING = 0.22KM
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
Ms YARKUM AGENCY
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid