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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹27.0 L+₹1 (<0.01%)Accepted-AOC DARMIKHAL CACHAR ASSAM PIN 788116 | CACHAR | ASSAM | 788116 | ₹27.0 L+₹1 (<0.01%) | L3 | Accepted-AOC WORK ALLOTTED |
| 2 | L1₹27.0 LRejected-Finance | ₹27.0 L | L1 | Rejected-Finance Quoted value below ALQV |
| 3 | L2₹27.0 L+₹0.30 (<0.01%)Rejected-Finance | ₹27.0 L+₹0.30 (<0.01%) | L2 | Rejected-Finance Quoted value below ALQV |
| 4 | L2₹27.0 L+₹0.30 (<0.01%)Rejected-Finance MAIN ROAD SRIBHUMI ASSAM | ₹27.0 L+₹0.30 (<0.01%) | L2 | Rejected-Finance Quoted value below ALQV |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹30.0 L
EMD Value
₹60,000
Closing Date
25 Feb 2022, 2:00 pmClosed
Additional Chief Engineer
O/o The Chief Engineer, Cachar and Hills, W.R. Deptt., Silchar
M and R to Ringbund at village Jhangerbali on L/B of river Borak including renovation of hume pipe culvert for the year 2021-22
2022_DoWR_24147_2
SIL/2021-22/M and R/2
Open Tender
Civil Works
Works
30 days
Dhonehari Pt-I
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
₹60,000
Yes
28 Mar 2022
19 Feb 2022
26 Feb 2022
19 Feb 2022
25 Feb 2022
21 Feb 2022
Amount
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Private Land
Haulage excluding Loading & Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking Case-I : Surfaced Road
Construction of temporrary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart driven at atleast 0.75 m below ground and height above plint 2.5m. Split Jatti bamboo wall mud plastering white washing 2 coats, 10 cm thick touch roofing over bamboo rua frame placing at 0.15 m clear apart fitted with bamboo kamies from binding doors and windows with Bamboo Chattai strengthening with Bamboo frame binding with wire etc compple as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & Jati Bamboo at the rate of 61.00nos / Rm)
Manufacturing, supplying and fixing retro reflective sign boards of size 1.22m X 0.76 m made up of 4 mm thick aluminium sheet,face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC: 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 nos of 900 mm thick pipe vertical post (AISI 202 Grade) of length 3750 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmx30cmx30cm etc.complete. and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical post to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-Charge.
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With natural Gravel P.C.C Grade M15 Nominal mix 1:2.5:5
Providing and laying reinforced cement concrete pipe NP4 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. 1200 mm dia
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With natural Gravel P.C.C Grade M 10 Nominal mix 1:3:6
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser C. RCC Grade M20 (i) Using concrete mixer
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I. By manual means. (b) Cement Concrete
M.S. Plate , 6 mm thickness for shutter,skin gangway
M.S. Angle (75x75x5) mm for stiffener,guide,anchoring,gangway post,supporting bar, cross bar, rail post, side bar etc
M.S. Channel (150x75) mm for top and bottom
M.S. Shaft (best quality) of dia. 75mm
C.I booss with internal thread 150x200mm
HD trust ball bearing 75mm dia
Nuts and Bolts , machine finished , according to size
Hackshaw blade .(0.5 x0.5) inches
M.S. electrode , 8 swg
Waste cotton
Painting brush 3 inch
Wire brush
Emery paper
Anti corrisive paint 20 ltr drum
Terpentine oil
Mobile oil
Grease
Nylon rope
Kerosine oil
Making MS base plate 300x300mm x100 for post etc
Pully stand made of 100x50mm channel for 150mm
Clamp for lock plate , shaft pin with upto 1500 size,20mm dia
C.I pully 16mm to 25mm dia groove with centre hole as per direction 250mm
CI roller pin of length 125 to 200 mm machined finished 16 mm dia
Tread cutting (square) 2TPI fine finished for 75 mm shaft
D.A. gas 6 cub. Mtr
Oxygen gas 12 cub. Mtr
H.S desiel for Gen. start etc
Material handleing
Transpottation of materials from workshop to site (1 km to 60km)
Aminul Hoque Laskar
Sidhartha Sekhar Dutta
ANJALI CONSTRUCTION
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