Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.5 Cr+₹4,725.79 (0.03%)Accepted-Finance | ₹1.5 Cr+₹4,725.79 (0.03%) | L2 | Accepted-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-REJECT DUE TO NON SUBMISSION OF EMD |
Tender Value
Refer Docs
EMD Value
₹4.0 L
Closing Date
25 Jun 2022, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER CAPITAL DIVISION B AP ITANAGAR
C/o RCC Culvert wall, Breast wall, Drain , CC Pavement at Karte Putung, Itanagar
2022_PWDAP_770_1
CDB/NIT/2022-23/05
Open Tender
Civil Works
Item Rate
365 days
ITANAGAR
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EXECUTIVE ENGINEER, CAPITAL DIVISION-B, PWD, ITA
₹4.0 L
E E CAPITAL DIVISION B ITANAGAR
23 Sept 2022
18 Jun 2022
27 Jun 2022
18 Jun 2022
25 Jun 2022
18 Jun 2022
22 Jun 2022
Amount
CC pavement
Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,
Dry Lean Cement Concrete Sub- base (Construction of dry lean cementconcrete 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
125 Micron Plythene (Providing and fixing 125 micro polythine over sub-base)
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 exc
RCC Retaining Wall 5 M ht
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
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.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications./RCC Grade M20/ Using Concrete Mixer
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications;RCC Grade M20/Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification /Granualar materials
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
SH:_ CC Drain -
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
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.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications/PCC Grade M20
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
Box Culvert 1.5.00x1.00M
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
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.
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications/PCC Grade M20
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications/PCC Grade M21
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification/For T-beam & slab/Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification /Granualar materials
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
M/S D TELI ENTERPRISES
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_873.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
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .