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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Md Omar Ali L1₹65.2 LAccepted-AOC | ₹65.2 L | L1 | Accepted-AOC Awarded to L1 Bidder |
| 2 | L1₹65.2 LRejected-Finance C O PREMANANDA GOYARY VILL DUBAGAON P O GOLAGAON P S SIMLA DIST BAKSA PIN 781327 | DUBAGAON | BAKSA | ASSAM | 781327 | ₹65.2 L | L1 | Rejected-Finance Awarded to L1 Bidder |
| 3 | L1₹65.2 LRejected-Finance | ₹65.2 L | L1 | Rejected-Finance Awarded to L1 Bidder |
| 4 | L1₹65.2 LRejected-Finance GHORASAL CITY TOWN SIPAJHAR P O P S SIPAJHAR DIST DARRANG PIN 784145 | DARRANG | ASSAM | 784145 | ₹65.2 L | L1 | Rejected-Finance Awarded to L1 Bidder |
| 5 | L1₹65.2 LRejected-Finance | ₹65.2 L | L1 | Rejected-Finance Awarded to L1 Bidder |
Tender Value
₹72.4 L
EMD Value
₹1.4 L
Closing Date
30 Oct 2024, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
TE_RIDF_XXX_24_25_174 Construction of Besimari Bargara Bagicha T.E. Road under RIDF-XXX of NABARD for the year 2024-25
2024_PWD_39820_44
CE/DEV/TB/213/2024-25/04 Dtd. Guwahati, 20th September, 2024
Open Tender
Civil Works – Roads
Item Rate
270 days
Darrang
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,450
₹1.4 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
9 Apr 2025
14 Oct 2024
30 Oct 2024
14 Oct 2024
30 Oct 2024
23 Oct 2024
14 Oct 2024 - 22 Oct 2024
22 Oct 2024
Amount
Clearing and grubbing of road land including up rooting rank vegetation grass,bush, shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (I) By manual Means- (a) In area of non thorny jungle
Dismantling of Structure :Dismantling of Structure : Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable materials and stacking the serviceable materials with all lift and lead of 1000 m. III) Dismantling Stone masonry B) In Rubble Stone masonry in cement mortar as per Technical Specification Clause 202. (b) Rubble Stone Masonary in Cement Mortar
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (c) Above 900 mm dia Hume Pipe
Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause.
Construction of sub-grade and earthen shoulders construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause.
(A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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 Material (Gr-II)
Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification clause 405 using stone screening :Grading-III (A) By manual means (For Road)
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (ii) 60 cm equilateral triangle
Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (iii) 60 cm circular
Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (v) 60cm x 45cm rectangular
Kilometer stone -Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 (ii) Ordinary Kilometer Stone (Precast)
Providing and Fixing 'Logo' of CMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mmx5mmx size on back on edge. The lower plate will be welded with MS iangle iron 25mmx5mmx5mm. The anfle iron frame of the lower most plate and flate iron frameof middle plate will be welde to 2 nos. 75mmx75mm of 12SWG sheet tube posts duly embeded in cement concrete M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level . The top most diamond plate will be welded to middle plate by 47mmx47mm of 12SWG steel plate tube . All MS will be stove enameled on both sides. Lettering and printing arrows, bordes etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1 i) PMGSY Logo Board @ 2.0 KM Interval
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Hume Pipe 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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil (A) Manual means (b) With dewatering
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone I. P.C.C grade M 10
Bedding of Pipe B) Type B (First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii) Granular material
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. (B)1000 mm dia
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 Brick masonry in 1:4 cement mortar
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
DHANANJOY DAS (BID ID -246314)
KABIR ALI (BID ID -246809)
FIROJ ALI (BID ID -246814)
NIP DUTTA SAHARIA (BID ID -247385)
NABANITA DEKA (BID ID -246758)
Md Omar Ali (BID ID -247126)
Detshrang Goyary (BID ID -247013)
Tribeni Associates (BID ID -246866)
mukshedul islam (BID ID -246729)
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