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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance | ₹2.5 Cr | L1 | Accepted-Finance Set forth for Evaluation |
| 2 | L2₹2.5 Cr+₹24,589.90 (0.10%)Accepted-Finance | ₹2.5 Cr+₹24,589.90 (0.10%) | L2 | Accepted-Finance Set forth for Evaluation |
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
31 Mar 2025, 10:00 amClosed
EE, Bomdila Division, PWD, Bomdila
O/o EE, Bomdila Division, PWD, Bomdila
Construction of Quarters Ty-II 2 Nos and Ty-III 2 Nos along with Boundary Wall, Protection Wall and approach road for NSCBAV Govt. Middle School, Dibbin Bichom District.
2025_PWDAP_2454_1
BDL/TA-35/NSD-19/2024-25/265 Dated 24/03/2025
Open Tender
Civil Works - Building
Item Rate
Dibbin
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
EE PWD Bomdila
₹2.5 L
31 Mar 2025
26 Mar 2025
31 Mar 2025
26 Mar 2025
31 Mar 2025
26 Mar 2025
Amount
SH: RCC Work
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20, 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface. a) M20, 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20, 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). complete
Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20, 1 : 1.5 : 3( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20, 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.
Centring and shuttering including strutting, propping etc and removal of form work for : b) Column, Pillar, Posts, & Struts etc.
c) Lintels, Beams, Girders, bressumers & Cantilevers etc.
d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
e) Stairs (excluding landings) except spiral stair cases.
SH: Steel Work
Providing and fixing MS round holding down bolts with nuts and washer plates etc complete.
SH: Brick Work
Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
Half brick masonary (with best available local bricks) in cement mortar 1:3 ( 1 cement : 3 coarse sand) in foundation and plinth.
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
SH: Wood Work
Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. a) 38mm thick best available local wood class - B I
Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. a) 300 x 16 mm
Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. a) 250 x 10 mm
Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm
Providing and Fixing MS Hooks and Eyes
Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone shingle 40 mm nominal size).
Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. a) Plain grill.
SH: Flooring Work
25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement
Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1cement : 3 coarse sand) finished with a floating coat of neat cement,including rounding of junctions with floor. a) 18 mm thick
White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.
SH: Finishing Work
15 mm cement plaster 1 : 5 (1 cement : 5 fine sand).
Applying one coat of cement primer of approved brand and manufacture on wall surface.
Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
Applying one coat of distemper primer of approved brand and manufacture on wall surface.
Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.
SH: Drainage Work
Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand). b) 100 mm diameter pipe
Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc. b) 100 mm diameter pipe
SH: Water Supply Work
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore
b) 20 mm dia
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a)25 mm nominal bore
Providing and filling sand all round GI pipes in external work. a)25 mm nominal bore
Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore
b) 20 mm nominal bore
Providing and fixing brass bib cock of approved quality. a) 15 mm nominal bore
Providing and fixing non-return valve of approved quality. a)25 mm nominal bore
Providing and fixing ball valve (brass) of approved quality complete. A) High pressure with copper floats b) 20 mm nominal bore
SH: Sanitary Work
Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. b) L Orissa Pattern WC Pan
Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.
Providing and fixing kitchen sink including making all connection excluding cost of fittings. a) White glazed fire clay sink size 600x450x150 mm
Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap.
Providing and fixing in position 25 mm dia mosquito proof coupling of approved municipal design.
Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). (a) 750 x 20 mm size
Providing and fixing sand cast iron cast/iron (spun) soil, waste and vent pipes. a) 100 mm dia
b) 75 mm dia
Providing and fixing sand cast iron heel rest sanitary bend.
Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. (a) 100 x 100 x 100 mm
Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors.
SH: PCC Protection Wall
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (without de-watering) I Ordinary soil A Manual Means '(i) upto 3 m depth
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. '(b) PCC Grade M20 height upto 5.00 m
Centring and shuttering including strutting proping etc. and removal of form work for: (a) Foundations and plinth.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 'A Granular material
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm 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
SH: CC Approach
Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
Centring and shuttering including strutting, propping etc and removal of form work for : i) Foundation, Footings, bases of columns etc. and mass concrete
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )
M/s Eastern Construction (BID ID -7117)
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