Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38 LAccepted-AOC VILL BIKRAMPUR PO BENGTOL DIST CHIRANG BTC ASSAM | CHIRANG | ASSAM | 783372 | ₹38 L | L1 | Accepted-AOC L1 |
| 2 | L2₹38.6 L+₹55,403.66 (1.46%)Rejected-Finance CHAPAGURI WARD NO 4 PO CHAPAGURI DIST CHIRANG BTC ASSAM | CHIRANG | ASSAM | 783372 | ₹38.6 L+₹55,403.66 (1.46%) | L2 | Rejected-Finance Quoted High rate |
| 3 | L3₹41.1 L+₹3.1 L (8.21%)Rejected-Finance ABHAYAPURI W NO 2 HOUSE NO 42 ABHAYAPURI P O PS ABHAYAPURI BONGAIGAON 783384 | BONGAIGAON | ASSAM | 783384 | ₹41.1 L+₹3.1 L (8.21%) | L3 | Rejected-Finance Quoted High rate |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
15 Oct 2024, 2:00 pmClosed
Divisional Forest Officer
Chirang Division Kajalgaon
CRD/ 2024-25/02 Construction of earth filling and sand gravelling with 5 Nos. RCC Box Culvert and 5 Nos. Hume Pipe at Jalang Goibari under Chirang Forest Division.
2024_BoTC_39654_1
CRD/01 of 2024-25
Open Tender
Civil Works
Item Rate
180 days
Chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹800
₹76,000
Yes
25 Nov 2024
5 Oct 2024
15 Oct 2024
5 Oct 2024
15 Oct 2024
5 Oct 2024
5 Oct 2024 - 9 Oct 2024
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. (i) By manual means (A) in area of non thorny jungle.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of a lead upto 1000m. i) Private land.
Const. of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. (II) For Grading II material
RCC Box Cell Bridge (size 2.00m x 2.00m) ( 1 cell) = 2 Nos. Earthwork in excavation of foundation of structure as per drawing and technical specifications including setting out, construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and botttom and back filling with approved materials. I. Ordinary soil
Sand filling in foundation trenches as per drawing and technical specifications.
Plain cement concrete 1:3:6 nominal mixes in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Plain/ Reinforced cement concrete work in open foundation as per drawing and technical specification. (II) PCC Grade M-15
Plain/ Reinforced cement concrete work in sub-structure complete as per drawing and technical specifications. III. RCC Grade M20 (i) Height upto 5m Slab (Bottom)
Providing and laying reinforced cement concrete in super-structures as per drawing and technical specifications. A. RCC Grade M20 (i) For solid slab super-structure (a) Height upto 5M
Construction of RCC railing of M25 grade, in cast-in-situ with running 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre- to- centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications.
Supplying, fitting and placing of TMT bar reinforcement in sub-structure as per drawing and technical specifications.
Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specification.
Providing weep holes in brick masonry/ plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification.
Back filling behind abutment, wing wall and return wall as per drawing and technical specification. II) Sandy material
Providing and laying curtain walls as per drawing and technical specifications stone masonry in cement mortar (1:3)
RCC Box Cell Bridge (size 1.00m x 1.00m) ( 1 cell) = 3 Nos. Earthwork in excavation of foundation of structure as per drawing and technical specifications including setting out, construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and botttom and back filling with approved materials. I. Ordinary soil
Sand filling in foundation trenches as per drawing and technical specifications.
Plain/ Reinforced cement concrete work in open foundation as per drawing and technical specification. (II) PCC Grade M-15
Plain/ Reinforced cement concrete work in sub-structure complete as per drawing and technical specifications. III. RCC Grade M20 (i) Height upto 5m
Supplying, fitting and placing of TMT bar reinforcement in sub-structure as per drawing and technical specifications. C) With other make ISI marked TMT rebar.
Plain/Reinforced cement concrete work in sub-structure complete as per drawing and technical specifications. B. RCC Grade M20 (i) Height upto 5m
Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specification.
Back filling behind abutment, wing wall and return wall as per drawing and technical specification. II) Sandy material
HP Culvert = 5 Nos. Earthwork in excavation of foundation of structure as per drawing and technical specifications including setting out, construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and botttom and back filling with approved materials. I. Ordinary soil
Plain cement concrete 1:3:6 nominal mixes in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. (600mm dia)
Brick masonry work in 1:3 in sub-structure complete including pointing and plastering as per drawing & technical specification.
Plastering with cement mortar (1:4) 15mm thick on the brick work in sub-structure as per technical specification.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of a lead upto 1000m. i) Private land.
Providing, fitting & fixing of Display board with carrying charge
Sri Johny Champramary (BID ID -242901)
RABIN CHANDRA SARKAR (BID ID -243161)
stage.html
html • 0.04 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 .