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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.9 LAccepted-Finance | ₹61.9 L | L1 | Accepted-Finance Quoted lowest |
| 2 | L2₹61.9 L+₹5,253.61 (0.08%)Rejected-Finance | ₹61.9 L+₹5,253.61 (0.08%) | L2 | Rejected-Finance Quoted high |
| 3 | L3₹62.0 L+₹11,168.21 (0.18%)Rejected-Finance | ₹62.0 L+₹11,168.21 (0.18%) | L3 | Rejected-Finance Quoted highest |
Tender Value
₹62.5 L
EMD Value
₹1.2 L
Closing Date
3 Oct 2019, 3:30 pmClosed
DFO, Kachugaon Division, Gossaigaon
O/o the DFO, Kachugaon Division, Gossaigaon
Construction of Extension of Brick Boundary Wall and raising low site filling in around the Sanfan Range Office at Kachugaon under Kachugaon Division.
2019_BoTC_14205_1
TN 12 of 2019-20
Open Tender
Civil Works
Works
90 days
Kachugaon
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,900
Principal Secretary, BTC
₹1.2 L
Yes
10 Jan 2020
20 Sept 2019
3 Oct 2019
20 Sept 2019
3 Oct 2019
20 Sept 2019
20 Sept 2019 - 3 Oct 2019
Amount
Earthwork in excavation for foundation trenches of wall, retaining wall, footing 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 leaf and lifts as directed and specified in the following classification of soils including· balling out Water where necessary as directed and specified. (A) Up to a depth of 2.00 mbelow the existing ground level. (a) In ordinary soil.
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 sub grade as directed including all labour and materials and if necessary dewatering, complete. (a) Brick on flat soling.
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed 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). (b)Inprop 1cement: 4 sand: 8 coarse aggregate by volume.
Supplying, fitting and fixing in position reinforcement bars conforming to relevant LS. code' for RCC work I R.B. walling including straightening cleaning , cutting and bending to proper shapes and length as per detailes, supplying and binding with 20 G 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 including in the rate ) (up to 1st floor level) (b) lSI approved super ductile TMT Bar. (ii) TATAlSAIL.
Providing form work of 12mm thick plywood Board so as to give a rough finish including centering, shuttering strutting and propping etc. height of propping "andcentering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in :- Columns, pillars, Posts & struts of square/rectangular/Polygonal in plan or any shape like Teel L etc. having plane vertical face
Side and soffits of Beam, beam haunchings, cantilever girders bressumers, lintels and horizontal ties.(a) For depth exceeding 1.0M
Providing and laying plain! reinforced cement concrete work cement 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 mixture machine. (a) In substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam,pile cap base slab slab retaining walls, walls of septic tank inspection pit and the like and other works not less than 100 mmthick up to plinth level.(N) Without using admixture plasticizer. (a) M15 grade concrete or prop 1:2:4.
( B) In Super-structure from plinth level up to 1st floor level. (ii) Columns, pillars, posts, struts suspended floor roof landing shelf and support, balcony, lintel sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing. (N) Without using admixture plasticizer. (a) Mf5 grade concrete or prop 1:2:4.
Brick work in cement mortar with 1st class brick including racking out and curing complete as directed. (1) In sub-structure upto plinth level including dewatering if necessary. (b) In proportion 1:4
1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to I" floor level (Protruding M.S. rod/Tor steel column to be embedded in cement mortar and will be measured and paid separately).(A) 112 rom thick brick wall. (b) In cement mortar in proportion 1:5.
15nun thick cement plaster in single coat on single or half brick wall for interior plastering up to 15t floor level including arises', internal rounded angles , not exceeding 80 mm in curing :fmished even and smooth including curing complete as directed.(A) On rough side. (A) On rough side. (b) In cement mortar 1:4.
(Cement paint ana primer):- (a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after thoroughly brooming the surface free from mortar droppings and other foreign matter and including prepaing the surface even and sand papered smooth.
Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surfaces (two coats) to give even shade 'after thoroughly brooming the surfaces to remove all dirt and remains of loose powdered materials.
Construction of Heavy Duty Iron Gate Double Leaf -- Earth work 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 of 2 .00 M below the existing ground level. a) In ordinary soil.
Providing brick soiling in foundation and under floor with stone/ qual ity picked jhama brick, sand packed a fter preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (c) Brick on flat soiling.
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls brick work etc. as directed and specified including dewatering if necessary., and curing complete (shuttering where necessary shall be measured and paid separately) b)In prop 1 cement: 4sand : 8 coarse aggregate by volume.
Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. code for RCC work I R.B. walling including straightening cleaning, cutting and bending to proper shapes and length with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (up to 1st floor level). b) Other 1.S.1.approved TMT bars. SAILIBISCON/THERMAX
C) I .S.I. approved - M.S. Rod.
Providing form work of 12 mm thick plywood Board so as to give a rough finish including centering, shuttering, strutting and propping, etc. , height of propping and centering below supporting floor to ceiling not exceeding 4.00 Mand removal of the same for in - situ reinforced concrete and plain 'concrete work in : Column, pillars, post & Sfrut of square/ rectangular / polygonal in plan or any shape like Tee/ L etc. having plane vertical face.
Sides and soffits of beams , beam haunchings , cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0 M.
Providing and laying plainl reinforcement concrete works in prop 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregated, 20mm down) 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 he measured and paid separately) I) Using mixture machine a)In sub-structure up to plinth level. Foundation, footings, columns with base tie and plinth beam, grade beam, pile cap, base slab, retaining walls, walls of septic tank inspection pit and the like and other works not less than 100 mm thick up to plinth level.
In super structure from plinth level up 11) 15t floor level. (ii) Column, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band beam, girder, bressumer, cantilever, staircase including preparing the top surfaces and finishing of nosing.
Brick work in cement mortar with 1st class brick including racking out joints and dewatering if necessary; and curing complete as directed. I) In sub - structure up to plinth level. c)In proportion 1:S.
I5mm thick cement plaster in single coat on rough side of single or half brick wall for interior plastering up to 15t floor level including arises, internal rounded angles, not exceeding 80 mm in curing complete as directed. (a) In cement mortar 1: 4
Colour washing with-lime on wall surface (two coats )over and including a priming coat of white washing (0 give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter
Supplying fitting double leaf heavy duty iron gate frame made from M.S. flat of 50 mmx6 mm iron with another horizontal flat at the middle, 20 mm dia M.S. bars at 200 mm apart from bottom flat 10 top flat and 20 mm dia M.S. Bars at 200 mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100 mm above the middle and top flat is to be flattened and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 Nos (Minimum) strong iron hinges of M.S. bars and flat of same size on each leaf to be embedded in c.c brick pillars as necessary including red oxide painting to all ironworks aa directed and specified.
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. (b) Other than Guwahati city
RAJA BRAHMA
BITHORAIGWRA NARZARY
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