Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.1 LAccepted-AOC VILL SURJADAS P O P S KARIMGANJ DIST KARIMGANJ ASSAM PIN 788720 | KARIMGANJ | ASSAM | 788720 | ₹87.1 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹89.6 L+₹2.5 L (2.86%)Rejected-AOC BANAMALI ROAD W NO 14 KARIMGANJ P O KARIMGANJ P S KARIMGANJ DIST KARIMGANJ ASSAM | ₹89.6 L+₹2.5 L (2.86%) | L2 | Rejected-AOC Not Awarded |
| 3 | L3₹89.6 L+₹2.5 L (2.86%)Rejected-AOC | ₹89.6 L+₹2.5 L (2.86%) | L3 | Rejected-AOC Not Awarded |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
Tender Value
₹99.5 L
EMD Value
₹2.0 L
Closing Date
8 Feb 2022, 2:00 pmClosed
Director, Directorate of Soil conservation Deptt.,
OFFICE OF THE DIRECTOR OF SOIL CONSERVATION, ASSAM BHUMI SHANGRAKHAN BHAWAN, R.G.B. ROAD, GUWAHATI-781005
Land Development Project by construction of Field bund with RCC Slab Culvert (2 Nos.) at Village Medha-II from Ghonoshyam Chok to Ferighat under North Karimganj Dev. Block under RIDF XXVII
2022_SCD_24066_11
Tender/NIT/2021-22/4111 Date-13.01.2022
Open Tender
Civil Works
Works
180 days
Cachar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
₹2.0 L
Yes
29 Apr 2022
18 Jan 2022
8 Feb 2022
18 Jan 2022
8 Feb 2022
19 Jan 2022
Amount
Part - A: - Earthen Embankmen
Embankment Construction with Material Obtained from Borrow Pits:- Embankment Construction with Material Obtained from Borrow pits (Consructiion 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 of table 300-2 including cost of testing of materials at site and labrotory as directed by the deptt. (a) From private land Total earth work volume
Turfing with sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering)
Part-B: - Double Cell Box Culvert 3m x3m (Overall width = 7.50 m, Road way width = 6.60 m)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of side Ordinary soil upto 3m depth
Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1 : 3 : 6 (Hand Mixing)
Plain/Reinforced cement concrete. In wall foundation complete as per drawing and technical specification including steel shuttering formwork :: 15758 :: 12.11.N.A.(i).I :: without plasticiser: - well curb: - RCC M20 Graded: - using concrete mixer
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specifiation and steel shuttering formwork. Without plasticiser: - PCC Grade M20: - Height upto 5m: - using concrete Mixer
Providing weep holes in Brick masonary / plain / reinforced concrete abutment, wing wall/return wall with 100mm 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 specification.
Furnishing and placing Reinforcement/Prestressed cement concrete in super-structure as per drawing and Technical specification including steel shuttering formwork :: without plasticise: -RCC Grade M25: -Using Concrete Mixer: - For solid slab super structure: - Height upto 5m
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specificiations TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equilevent)
Reinforcement in Super Structure Supplying fitting and placing TMT bar reinforcement in super-structure including spllcing complete as per drawing and technical specifications. ::16323::14.2.b::TMT-IS 1786(Fe-500 D) Secondary Producer (ISI approved)
Providing and laying of Filter media with granular materials/stone crushed aggregales satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shutterig without plasticiser: - PCC Graded M20
Consrruction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Random rubbie masonary in case of stone pitching laid with cement mortar (1.5)
Providing and paying of dry rubbie flooring complete as per drawings and technical specifications Clause 1303.3
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications :: 16328::14.6:: Construction of Precast RCC railing of M30 Grade, aggregate size not exceeding 12mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post notto exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
Filling in foundation trenche as per drawing and technical specification Clause 305.3.9 Sand filling
Part-C
Display of signboard
BIPLAB BANIK
MUNIM ROSUL CHOUDHURY
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 .