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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹9.6 L (5.41%)Admitted-Finance | ₹1.9 Cr+₹9.6 L (5.41%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹17.2 L (9.75%)Admitted-Finance | ₹1.9 Cr+₹17.2 L (9.75%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/s D Company L3 | NRK Agency L1 | M/s M.B. Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00(I) PHC BUILDING | ||||||
| 1.01 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. | 285.6 | Cum | 225.61 ₹64,434.22 | 205.59 ₹58,716.5 Lowest | 290.46 ₹82,955.38 |
| 1.02 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete | 114.8 | Cum | 120.03 ₹13,779.44 | 109.38 ₹12,556.82 Lowest | 131.94 ₹15,146.71 |
| 1.03 | Dry rubble Flooring | 285.6 | Cum | 1,823.83 ₹5,20,885.85 | 1,662 ₹4,74,667.2 Lowest | 2,004.81 ₹5,72,573.74 |
| 1.04 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. | 42 | Cum | 4,463.36 ₹1,87,461.12 | 4,067.33 ₹1,70,827.86 Lowest | 4,906.27 ₹2,06,063.34 |
| 1.05 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). | 84 | Cum | 7,641.04 ₹6,41,847.36 | 6,963.06 ₹5,84,897.04 Lowest | 8,399.27 ₹7,05,538.68 |
| 1.06Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : | ||||||
| 1.07 | a)M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | 10.08 | Cum | 7,323.62 ₹73,822.09 | 6,673.82 ₹67,272.11 Lowest | 8,050.37 ₹81,147.73 |
| 1.08Reinforced 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 but excluding cost of centering, shuttering and reinforcement. | ||||||
| 1.09 | a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 3.31 | Cum | 8,407.42 ₹27,828.56 | 7,661.45 ₹25,359.4 Lowest | 9,241.7 ₹30,590.03 |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
8 Sept 2025, 12:00 pmClosed
Joint Director Rural Engineer
O/o Joint Director (RE), Deptt of Rural Development Itanagar.
C/o PHC Building with compound wall at Nikte/Kodum circle in West Siang District.
2025_DRDAP_2687_1
WS/CDB/AW/SJETA/NlT/2023-2025
Open Tender
Civil Works
Item Rate
365 days
Aalo
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
BDO, CD Block Aalo West.
₹2.0 L
17 Sept 2025
25 Aug 2025
8 Sept 2025
25 Aug 2025
8 Sept 2025
25 Aug 2025
Amount
(I) PHC BUILDING
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete
Dry rubble Flooring
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a)M20 (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 but excluding cost of centering, shuttering and reinforcement.
a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
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 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 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in
a) Foundations and plinth
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
b) Walls (any thickness) including attached pilasters, buttresses,etc.
c)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
d) Lintels, beams, girders, bressumers and cantilevers etc.
e) Column, pillars, posts and struts etc.
Reinforcement of RCC work including bending, binding and placing in position complete.
a) Mild Steel
Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
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 flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
a) 40 mm thick including anodized aluminum butt hinges with necessary screws.
Supplying and fixing factory made panelled shutters made out of best available hard wood for doors including panelling with panels 12mm thick commercial vennered teak wood particle boards (phenyle Bonded) 3 layers flat pressed including applying o
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.
b) Ornamental grill.
Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.
bolt - 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) Tower bolt 300 X 10 mm
c) Tower bolt 150 X 10 mm
Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.
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.
12 mm cement plaster 1 : 6 (1 cement : 6 fine sand).
Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre 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.
White washing with lime on new work (two or more coats) to give an even shade.
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
12 mm cement plaster 1 : 6 (1 cement : 6 fine sand).
Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre 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.
White washing with lime on new work (two or more coats) to give an even shade.
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
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
c)25mm nominal bore
Providing and fixing brass bib cock of approved quality.
a)15mm nominal bore
Providing and fixing brass stop cock of approved quality.
c)25mm nominal bore
Providing and fixing brass full way valve with wheel of approved quality
a)32mm nominal bore
b)50mm nominal bore
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 toilet paper holder.
a) CP Brass
Provididng 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 ltr high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32mm dia galvanised steel telescopic flush pipe with fittings and clamps 20mm 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.
a) Long Pan 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.
a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap.
Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.
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.
Providing and fixing Chlorinated Polyvinyl chloride(CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. Thos includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of jonts complete as per direction of engineer in charge.
a) External work ix)100 mm nominal outer dia Pipes
Add Cost Index 15% on APSR 2021 @7.5 per annum (Above all Items under PHC Building)
Carriage charges
Add 12.5% for internal electrification
(II) SEPTIC TANK
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete
Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : i) Foundation and Plinth
Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundation and Plinth
Centring and shuttering including strutting proping etc. and removal of form work for: a) Suspended floors,roofs, landing shelves and their supports, balconies and Chajjas(3.5m height)
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. c) 75 mm thick
20 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
Constructing brick masonry manhole with 2nd class bricks in cement mortar 1: 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 :8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.
Making Soak Pit 2.5m dia 3m deep with 45x45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
Cost of carriage of materials
Add Cost Index 15% on APSR 2021 @ 7.5% per annum ( All above Items under Septic Tank)
(III) BOUNDARY WALL
Earth work in excavation in foundation and trenches etc. in soils containing 50% or more of shingle or small size boulders upto 30cm size , lift upto 1.5 m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
Providing and laying cement concrete 1:4:8 (1 cement:4 course sand: 8 graded stone, aggregate 40mm nominal excluding the cost of centering and shuttering
a) Foundation and plinth
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in:
b) Walls i/c attached buttress..
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
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 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 but excluding cost of centering, shuttering and reinforcement.
a)M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete
b) Lintels, beams, girders, bressumers and cantilevers
c) Column, pillars, posts and struts etc.
Reinforcement of RCC work including bending, binding and placing in position complete. b) Tor/TMT Steel
Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
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
20 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
Colour washing such as green, blue or buff on new work (two or more coats) including a base coat of white washing with lime to give an even shade.
Add 15% Cost Index on [email protected] per annum (All above Items under Boundary Wall)
Add for cost of carriage
(IV) SITE DEVELOPMENT
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
Add 15% Cost index on APSR 2021@ 7.5% per annum (All above Items under Site Development)
M/s M.B. Enterprises (BID ID -7911)
M/s D Company (BID ID -7917)
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