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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.4 LAccepted-AOC | ₹23.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.9 L+₹45,955.04 (1.96%)Rejected-AOC | ₹23.9 L+₹45,955.04 (1.96%) | L2 | Rejected-AOC L2 |
| 3 | L3₹24.0 L+₹63,461.73 (2.71%)Rejected-AOC | ₹24.0 L+₹63,461.73 (2.71%) | L3 | Rejected-AOC L3 |
Tender Value
₹21.9 L
EMD Value
₹43,766
Closing Date
23 Sept 2019, 4:30 pmClosed
Addl. CE cum Director, PWD, BTC, Kokrajhar
O/o the Addl. CE cum Director, PWD, BTC, Kokrajhar
TN_37_4 Construction of approach road, Waiting Shed, Hume Pipe Culvert, Gardening work and Outside arrangement by encircling two nos. of Peepal Trees at Public Bus Stand Khoirabari near Assam Oil in Udalguri District.
2019_BTC_14055_4
ACE35/TECH/UDL(RB)/2018-19/143
Open Tender
Civil Works
Item Rate
180 days
Kokrajhar
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Principal Secretary, BTC
₹43,766
Yes
22 Jan 2020
9 Sept 2019
24 Sept 2019
9 Sept 2019
23 Sept 2019
9 Sept 2019
9 Sept 2019 - 23 Sept 2019
Amount
APPROACH ROAD (PAVER BLOCK) (4.00M wide) 30.1. Constructuon of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & leads etc. (a) From Private land.
30.4. Providing from work ordinary timber planking so as to give A rough finish incl. centering, shuttering etc. (ii) Using 25mm thick plank
30.5. Providing and laying controlled cement concrete pavement of approved grade with 20mm down graded stone etc. Road Side Beam.
30.2 Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface etc. (with an initial lead of 5 km) (b) Using Grading II Material.
(d) Extra Lead beyond initial lead of 5.00 km
30.7. Providing and laying of locking concrete block pavement (ICBP) with cement paver blocks as per IS 15658-2006 of thickness 80mm and 28 days compressive strength not less then 30 N/M over a layer of bedding sand of compacted thickness 30mm and Technical specification clause 1504 of MORD.
Construction of Waiting Shed (RCC) 1.1. Earth work in excavation for foundation trenches of walls, retaining wall, footing of columns, steps septic tank etc. (A) Up to a depth of 2m below the existing G.L. (a) In ordinary soil. Post, Wall
4.1.1. Providing Soiling in foundation and under floor with stone/best quality Jhama bricks, and packed etc. (a) Brick flat soiling., Post, Wall
2.1.1. Plain cement concrete work with coarse aggregate of size 13mm to 32mm in foundation bed for footing steps, walls etc. (a) In Prop 1:3:6, Post, Wall
18.1.1. Supplying, fitting and fixing in position reinforcements bars conforming to relevant I.S. Code …etc. (From Primary Producer : TATA/SAIL/Jindal steel/Shyam steel/RINL (ii) Super Ductile (SD) bar. 16mm dia 12mm dia, 10mm dia, Jali, Bench, 8mm dia, Post, Chajja
3.2.1. Providing form work of 12mm thick ply wood board so as to give a rough finish including centering, shuttering etc. 3.2.1.1. Column, Pillars, posts & Struts of squre rectangular etc., Base
3.2.1.2. Sides and soffits of beam, beam hunching, cantilever, linter etc. (a) for depth not exceeding 1.00m
3.2.1.3. Flat surface such as soffits of suspended floor, roof chajja, slab, etc. (Floor etc. up to 200mm thickness.), Slab, Drop, Chajja, Bench
2.2.1. Providing and laying plain/reinforcement cement concrete works with course sand 20mm down graded stone etc. (a) Using Mixer Machine (a) In substructure upto plinth level. Foundation, footing, columns, with base tie and plinth beam, etc. (N) Without using admixture, plasticiser. (B) M15 grade concrete or Prop 1:1.5:3
(b) In super structure from P.L. upto 1st floor level (ii) Column, Pillars, post struts, suspended floor, roof etc. (N) Without using admixture,plasticiser (a) M 15 grade concrete in prop. 1:1.5:3, Post
4.1.4. Brick work in cement mortar with 1st class brick including racking out joints and dewatering etc. in sub structure (b) In prop. 1:4, Wall, Step
1.3. Earth/sand filling in plinth in layers not more than 150mm Thick inch. Necessary carriage watering, ramming etc. etc. (ii) With silt (predominantly non plastic) by truck carriage incl. loading, unloading. Room-
2.1.3. Providing and laying 25mm thick damp roof course with Cement concrete in prop 1:1.5:3 etc.
4.1.8. 1st class brick nogged wall in cement mortar incl. racking out joint and carring complete above PL up to 1st floor level. (A) 112mm thick wall a) In prop. 1:4
6.2.2. 15mm thick cement plaster in single coat on rough side of brick/concrete walls for interior plastering upto 1st floor level etc. (A) On rough side. (b) in prop 1:4, Wall
(B) On fair side. (b) in prop. 1:4, Wall, Roof
5.1.10. Cement plaster skirting with cement mortar in prop. 1:3 finished with a floating coat of neat cement etc. (a) 15mm thick.
5.1.4. 65mm thick cement concrete floor consisting of 50mm under Layer of cement concrete in prop 1:3:6 and 15mm thick wearing Layers in cement concrete in prop 1:1:2 etc. etc., Floor
5.7.1.2 Providing ceramic tiles of approved quality, size shape and thickness not less than 8mm on wall and skirting ….etc. B) Executive range (Somany/orient/Nitco/Asian Make) (iii) of size 250mm X 350mm and above, Wall, Bench
13.4.7. Wall painting (two coats) with plastic emulsion paint Approved brand and manufacture (Asian paint/Berger Paint/ICI paint/J&N paint/ Nerolac) on new surface to give an even shade etc. (a) Plastic emulsion paint Approved brand and manufacture (Asian paint/ Berger Paint/ICI paint/ J&N Paint/ Nerolac) Wall
13.9.2. Finishing old/new wall with waterprofing weather coat Smooth anti-fungal exterior painting of Apex brand of Asian paints of required shade etc.
1000mm dia HPC Earthwork in excavation for foundation of structure as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottoms and back filling with approved material. 1. Ordinary soil. (1) Depth up to 3m (with dewatering)
PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Brick masonry work in 1:4 in substructure complete excluding pointing and plastering, as per drawing and technical specification.
Laying 1st Class bedding on well compacted sand, moorum as per Technical Specifications Clauses 1105. (ii) With Granular Materials.
Plastering with cement morter (1:4) 15mm thick on brickwork in substructure as per technical specification.
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 Reinforced cement concrete pipe NP3 B. 1000mm dia
Earth Filling and sand gravelling (At Bus Stand) 1.4. Raising low site around the building with approved soil obtained from outside truck carriage including Breaking clods, dressing, etc. (Deduction 12.5% for shrinkage) (ii) Other than Guwahati municipality area.
30.2. Construction of granular sub-base by providing close graded material, spreading in uniform layer with motor grader on prepared surface etc. (with an initial lead of 5km) (b) Using Grading II material.
(d) Extra Lead beyond initial lead of 5.00 km
Const. of RCC Bench (For 2 Nos) 1.1. Earth work in excavation for foundation trenches of walls, retaining wall, footing of columns, Steps, Septic tank etc. (A) Upto a depth of 2m below the existing GL (a) In Ordinary soil. Bench
4.1.1. Providing soiling in foundation and under floor with stone/best quality Jhama bricks and packed etc. (a) Brick flat soiling, Bench
2.1.1. Plain cement concrete work with coarse agg. Of size 13mm to 32mm in foundation bed for flooring step wall etc. (a) In prop. 1:3:6, Bench
18.1.1. Supplying fitting and fixing in position reinforcement bars conforming to relevant I.S. code etc. (From Primary Producer: TATA/SAIL/Jindal Steel/Shyam steel/RINL) (ii) Super ductile (SD) TMT reinforcement bars.
3.2.1. Providing from work 12mm thick Plywood Board so as to give a rough finish incl. centering shuttering etc. 3.2.1.1. Sides of soffits of beam, beam, hunching, cantilever, lintel etc. (a) For depth not exceeding 1.00M
2.2.1. Providing and laying plain/reinforced cement concrete work with coarse sand and 20mm down graded stone etc. (i) using Mixture Machine (a) In substructure up to P.L. foundation, footing, column with base tie and plinth beam etc. (N) Without using admixture, plasticizer. (b) M15 grade concrete or Prop 1:1.5:3
6.2.2. 15mm thick cement plaster in single coat on single or half brick walls for interior plastering upto 1st floor level etc. (A) On fair side. (b) in prop 1:4, Bench
5.10.5. Providing polished granite slab of approved quality, size, shape and thickness not less than 18mm on floors skirting etc. (iii) Delux Quality (ii) With White cement
Const. of Garden fencing with plantation 1.1. Earth work in excavation for foundation trenches of walls, retaining wall, footing of columns, Steps, Septic tank etc. (A) Up to a depth 2m below the existing GL (a) In ordinary soil
4.1.1. Providing brick soling in foundation and under floor with stone/best quality Jhama brick sent pack etc. (a) Brick flat soling. Post, Wall
2.1.1. Plain cement concrete work with coarse agg of size 13mm to 32 mm in foundation bed for 32mm in foundation bed for footing steps, wall etc. (b) In prop. 1:4:8. Post
18.1.1. Supplying fitting and fixing in position reinforcement bars conforming to relevant I.S. code etc. (a) Other ISI approved TMT reinforcement bar (SRMB/BISCON/ X TECH) (For Assam Type Bldg. Drain, boundary wall etc.) 12mm dia
( C) ISI approved M.S. Rod 6mm dia, Post
3.2.1. Providing from work of 12mm thick Plywood Board so as to give a rough finish incl. centering shuttering etc. 3.2.1.1. Column, pillars, posts & strut of square/rectangular etc. Base, Post
3.1.1.2. Sides and soffits of beam, hunching, cantilever, lintel etc. (a) For depth not exceeding 1.00M
2.2.1. Providing and laying plain/reinforced cement concrete work with coarse sand and 20mm down graded stone etc. (i) using Mixture Machine (a) In substructure up to P.L. foundation, footing, column with base tie and plinth beam etc. (N) Without using admixture, plasticiser. (A) M 15 grade concrete or prop. 1:2:4
(b) In super structure from P.L. upto 1st floor level (ii) Column, Pillars, post struts, suspended floor, roof etc. (N) Without using admixture,plasticiser (a) M 15 grade concrete or Prop. 1:2:4
4.1.4. Brick work in cement mortar with 1st class brick incl. racking out joints and dewatering etc. (I) In sub superstructure above PL up to first floor level. (b) In prop. 1:4
4.1.8. 112mm thick 1st class brick with 1st class brick incl. Racking out joints and curing complete above P.L. up to 1st floor level. (a) In prop. 1:4, Wall
6.2.2. 15mm thick cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level etc. (B) On fair side. (b) In prop. 1:4, Wall
13.2.1. (a) Colour washing with lime on wall surface (two coats) over and incl. a priming coat of white washing etc.
17.10. Providing fitting and fixing chain link fencing of 10 s.w.s, G.l. wire 50mm X 50mm mesh fitting to M.S. angle iron post at 2000mm etc. Wall
Supplying and plantation of Flower etc.
Madan Debnath
CHANDRA KANTA BARO
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