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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹62.5 L+₹1,352.29 (0.02%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹62.5 L+₹1,639 (0.03%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹58.4 L
EMD Value
₹1.2 L
Closing Date
30 Sept 2019, 4:30 pmClosed
Addl. CE cum Director, PWD, BTC, Kokrajhar
O/o the Addl. CE cum Director, PWD, BTC, Kokrajhar
TN_No_42 Construction of proposed approach road (Entrance and Civil) of Sub Regional Science Centre Building at Chandamari, Kokrajhar, in Kokrajhar District under the Museum and Archaeology Department of BTC (Const. of Approach Road Entrance)
2019_BTC_14142_1
ACE50/TECH/KOKBldg/2016-17/334
Open Tender
Civil Works
Item Rate
240 days
Kokrajhar
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,800
Principal Secretary, BTC
₹1.2 L
Yes
20 Jan 2020
12 Sept 2019
30 Sept 2019
13 Sept 2019
30 Sept 2019
13 Sept 2019
13 Sept 2019 - 30 Sept 2019
Amount
Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified.
Cost of Excavation with mechanical means
Construction of Retaining Wall: Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth 2m below the existing G.L. (i) Ordinary Soil.
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume
Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately). (I) Using Mixer Machine (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. (N) b) M20 grade concrete or Prop. 1:1.5:3
(B) In super structure from plinth level up to 1st floor level. i) Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc.
Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a) Brick on Flat Soiling.
Providing form work of 12mm thick Plywood Board so as to give a rough finish including centering, shattering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.2 Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For a depth not exceeding 1.0m.
Vertical surface such as walls (any thickness), parapet walls, partitions and the like including attached pilasters, butresses, plinth and string courses and the like.
P15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. B) On fair side b) In cement mortar 1:4
Finishing old/ new wall with water proofing weather coat smooth anti-fungal premium textured exterior finish of Sandex Matt brand of Snowcem India Ltd. of required shade after clering and clearing the surfaces etc.including scaffolding complete as directed at all levels (two coats).
Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) b) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc.
Providing 200mm to 450mm long G.I. pipe spout embedded in C.C./ brick works for drainage of water as per direction of the Department including necessary breaking and repair and sealing of joints for all levels.
Construction of Boulder Retaining Wall: Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth 2m below the existing G.L. (i) Ordinary Soil.
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume
Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately). (I) Using Mixer Machine (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. (N) b) M20 grade concrete or Prop. 1:1.5:3
Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a) Brick on Flat Soiling.
Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. ©In prop 1:5
Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with both faces hammer dressed including bonding, providing face stone, through stone and centering including racking of joints, curing and supplying and all carriage of stone as directed including payment of forest royalty and sales tax and carriage.
(b) Coarse Rubble Masonry
Providing form work of 12mm thick Plywood Board so as to give a rough finish including centering, shattering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.2.1.2 Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For a depth not exceeding 1.0m.
15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. B) On fair side b) In cement mortar 1:4
Finishing old/ new wall with water proofing weather coat smooth anti-fungal premium textured exterior finish of Sandex Matt brand of Snowcem India Ltd. of required shade after clering and clearing the surfaces etc.including scaffolding complete as directed at all levels (two coats).
Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) b) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc. 1. Tie Beam 12 Tor stirrups @ 100 c/c
20 Tor 3 nos.
Providing weep holes in Brick masonary/Plain/Reinforced concrete abutement, 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.
Providing 200mm to 450mm long G.I. pipe spout embedded in C.C./ brick works for drainage of water as per direction of the Department including necessary breaking and repair and sealing of joints for all levels.
Construction of Culvert: Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth 2m below the existing G.L. (i) Ordinary Soil.
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume
Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately). (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. 1. culvert. Top
Bottom
2. Culvert sides
3. culvert chamfer
Providing form work of 12mm thick Plywood Board so as to give a rough finish including centering, shattering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 1. culvert sides outside
2. culvert side inside
Flat Surfaces such as soffits of suspended floors etc.
Providing brick on flat soiling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all. 1. culvert
15mm thick Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including all. 4. Culvert inside
5. Culvert inside chamfer
6. culvert inside bottom
Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) 1. 16 Tao @ 250 c/c
1. 16 Tao @ 250 c/c
1. 16 Tao @ 250 c/c
1. 16 Tao @ 250 c/c
1. 16 Tao @ 250 c/c
2. 12 Tao @ 200 c/c
3. 10 Tao @ 250 c/c
3. 10 Tao @ 250 c/c
Construction of Road: f) Cutting and cleaning bushes consisting of plants and all sortsn of bamboos including uprooting and removing as necessary and filling up the holes with earth, dressing, ramming etc. complete
Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.
Construction of Sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensation of earth). (Including cost of testing of materials at site and laboratory as directed by the deptt.) b) from Government land
c) Extra lead beyond initial lead of 3.00 km
Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per Clause 401 of MoRTH specifications (with an initial lead of 5 km) (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) for grading-I Material
Providing and laying 80mm thick factory made cement concrete paver block of M-30 grade factory made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-Charge at all levels. A. SUNROCK HIGH CTS tiles (Pavers) (a) (Pavers) 80mm thick
SANJIB MUSHAHARY
Sri Hiramba Narzary
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