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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC | L1 | Accepted-AOC Negotiated amount | |
| 2 | L2₹22.0 L+₹2.1 L (10.7%)Rejected-Finance VILL MARECHH P O DIGERH TEHSIL ANNI DISTT KULLU HP PIN CODE NO 171220 | ANNI | KULLU | HIMACHAL PRADESH | 171220 | L2 | Rejected-Finance Higher Amount Quoted |
Tender Value
₹15.6 L
EMD Value
₹54,680
Closing Date
20 Oct 2020, 5:00 pmClosed
Divisional Forest Officer
Suket Forest Division, Sundernagar
Construction of Inspection Hut at Pingla in Pingla Beat, Durgapur Block, Sarkaghat Forest Range under Suket Forest Division, Sundernagar
2020_FD_41390_1
Constt./I.Hut/Pingla/2020
Open Tender
Civil Works - Buildings
Item Wise
90 days
Pingla Beat, Durgapur Block, Sarkaghat Range
As per tender documents
8 documents required · 8 mandatory
₹1,500
Payable To DFO Suket, Sunderngar
₹54,680
29 Nov 2020
6 Oct 2020
21 Oct 2020
6 Oct 2020
20 Oct 2020
6 Oct 2020
Amount
Site development.
Cutting in earth work and disposed of excavated earth upto a lead of 20 mtrs.(P.J. Work).
Excavation in foundationtrenches etc.in earth work lift upto 1.50mtr.i/c stacking the excavated soil not more than3mtrs. From the edge of excavated soil,consolidating each deposited layer by ramming and watering and thendisposing of all the surplus excavted soil as directed with in a lead of 20mtrs. Pick & Jumper work.
Providing and laying cement concrete 1:6:12 (1Cement : 6 Sand : 12 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering in foundation and plinth.
Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approve quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level in cement mortar 1:6 ( 1 cement : 6 sand).(A)Construction of rubble masonry in B/wall & R/walls revetment walls and parapits in CM 1:6.
Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approve quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level in cement mortar 1:6 ( 1 cement : 6 sand)(B)Laid dry.
Brick work using common burnt clay building bricks with rat trap bond in super structure in cement mortar 1:6 (one cement : six sand) second class bricks i) above plinth level upto floor two level .
Half brick masonry in cement mortar 1:4 in super structure i/c curing complete.
Steel work welded in built up section trusses and framed work including cutting hosting fixing in posistion and applying priming coat of red lead paint.
15 mm thick Cement plaster 1:5 (cement :sand in respective ratio in rough sides of brick stones\concrete walls for plastering upto floor two level finished even and smooth including scaffolding .
Finacing wall with water proofing cement paint of approved brand and manufactur two coat
Applying priming coat over new steel work and other metal surfaces after and including preparing the surfaces by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wool scrappers and sand paper complete.
Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters.
Septic Tank
Excavation in foundation trenches etc in earth work lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear form the edge of the excavaion and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etcetera , consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20metres in pick jumper work.
Providing and laying cement concrete 1:6:12 (1Cement : 6 Sand : 12 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering in foundation and plinth.
Brick work using common burnt clay building bricks with rat trap bond in super structure in cement mortar 1:6 (one cement : six sand) second class bricks i) above plinth level upto floor two level .
15 mm thick Cement plaster 1:4 (cement :sand in respective ratio in rough sides of brick stones\concrete walls for plastering upto floor two level finished even and smooth including scaffolding .
Providing and laying cement concrete 1:2:4 (1Cement : 2 Sand : 4 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering
Providing form work of ordinary timber/planking so as to give rough finish i/c centering shuttering and propping etc. complete.
Mild steel reinforcement for RCC work i/c bending binding and placing in position complete.
RCC work in 1:2:4 (1 cement:2 sand: 4 graded stone aggregate 20 mm nominal size) i/c curring complete but excluding the cost of reinforcement and form work.
Boulder/brick pieces,gravel filling in soak pit.
Roof Rain Water Harvesting Tank
Excavation in foundation trenches etc in earth work lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear form the edge of the excavaion and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etcetera , consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20metres in pick jumper work.
Stone soling under floor property hand packed and consolidation by hand ramming complete
Providing and laying cement concrete 1:4:8 (1Cement :4 Sand : 8 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering in foundation and plinth.
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering and shuttring and proping etc. with wooden battens and balis, hight of proping and centering below supporting floors to ceiling.not exceeding 4.00 Mtrs. and removal of the same for insitu - reinforced conc. and plain conc work in :- Circular or curved in plan.
Providing tor mild steel/ tor steel reinforcement for R.C.C work including bending,binding and placing complete
RCC work in 1:2:4 (1 cement:2 sand: 4 graded stone aggregate 20 mm nominal size) i/c curring complete but excluding the cost of reinforcement and form work.
6mm thick cement plaster in CM 1:3 i/c curring etc complete.
P/F of net /jali in inlet of down pipe.
P/F of 10 cm dia PVC inlet pipe from gutter down pipe to tank.
Laying and fixing 25 mm GI pipe.
20mm dia pipe from tolu pump to PVC storage tank and connection to toilets.
15mm dia pipe from PVC storage tank to toilets.
P/F of water tank etc. complete.(500 Ltr.)
P/f of float valve 25mm dia brass in side of RWH tank.
P/f of tolu pump etc. complete.
Main building
Excavation in foundation trenches etc in earth work lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear form the edge of the excavaion and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etcetera , consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20metres in pick jumper work.
Providing and laying cement concrete 1:6:12 (1Cement : 6 Sand : 12 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering in foundation and plinth.
Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approve quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level in cement mortar 1:6 ( 1 cement : 6 sand).
Providing form work ordinary timber planking so as give rough finish i/c centering and shuttring.(seismic bond) on plinth and Lintel level. (A)Beams,lintels etc.
Providing form work ordinary timber planking so as give rough finish i/c centering and shuttring.(seismic bond) on plinth and Lintel level. (B)Flate surfaces.
Providing tor mild steel/ tor steel reinforcement for R.C.C work including bending,binding and placing complete
R.C.C. work 1:2:4 (1cement;2 Sand: and 4 graded stone 20 mm nominal size including curing complete but excluding cost of form work and reinforcement.
Brick work using common burnt clay building bricks with rat trap bond in super structure in cement mortar 1:6 (one cement : six sand) second class bricks i) above plinth level upto floor two level .
Half brick masonry in cement mortar 1:4 in super structure i/c curing complete.
Wood work in frames of doors, windows and clcresting windows and other frames wrought framed and fixed in position in Its class deodar wood.
Providing and fixing MS grill of requird pattern in wooden frames of windows etc. plain grill.
Steel work welded in built up sections, trusses and frames work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (In trusses and trussed purlins in buildings)
Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped mettalic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster 5 microns primer coating including fixing with prepainted iron J or L hooks, bolts & nuts 6 mm diametre with prepainted limpet and rubber wasshers complete with all accesories as required as per the direction of Engineer-in-charge.
Providing and fixing ridges or hips 60cm overall with 0.60mm thick prepainted steel sheet in roofing with hot dipped mettalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating+back coat of polyster of 5microns over 5 microns primer including fixing with screws prepainted iron J or L hooks,bolts and nuts 6mm dia meter and prepainted G.I limpet and bitumen washers complete with all accesories as reqired as per the direction of Engineer-in-charge.
Providing and fixing M.S. BP sheet 1.66mm to 2mm thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-Charge (Base members of steel work shall be measured & paid separately)
Providing and fixing 15cm wide and 45cm overall cemicercular plain GI sheet gutter with iron brackets 40x3mm size 0.63mm thick
Providing and fixing 100mm dia pipes on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5kg/sqm including filling the joints with approved adhesive complete.
Providing and fixing Aluminium sheet ceiling with 1mm thick Aluminium sheet inpanets of aluminium channels base frame in ceiling with aluminium screws and aluminium beading 40x2mm complete ( frame work to be measured and paid for separately).
Excavation in earth work and filling in 15cm layers in foundation and plinths i/c ramming,watering and consolidating upto a lead of 20mtrs and lift 1.50mtrs.
Stone soling under floor property hand packed and consolidation by hand ramming complete
15 mm thick Cement plaster 1:5 (cement :sand in respective ratio in rough sides of brick stones\concrete walls for plastering upto floor two level finished even and smooth including scaffolding .
White glazed tiles 6mm thick in flooring, treads of steps and landing laid on a bed on a bed of 12mm thick cement mortar 1:3 (1cement : 3sand) finished with a flush pointing in white cement.
White glazed tiles 6mm thick in skriting, risers of steps and dado 12mm thick cement mortar 1:3 (1cement : 3sand) and joint with cement slurry.
Providing and fixing of panelled glazed or panelled glazed shutter for door and windows including black enamelled iron butt hinges with necessary screws 40 mm thick. (1st class deodar wood)
P/f wire gauge shutter using G.M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors &window. Including bright finish/black.
1 .Finishing wall with interior emulsion paint of approved brand apex required on wall two coat
ii. Finicing wall with weather proof exerior emulsion paint of approved brand two coat outside on wall
Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting Ready mixed paint brushing with white lead for priming.
Painting two coats (excluding priming coat) on new wood and wood based surfaces with enamel paint to give an even shade including cleaning the surface of dirt, dust and other foreign matter, sand papering and stopping with white enamel paint.
Providing and fixing anodized aluminium sliding door bolts anodized colour and shade with bolts and nuts screws etc complete 300x16mm
Providing and fixing aluminium tower bolts (Berrel type) anodized transparent or dyed to required shade and colour with screws etc complete. 200x10mm
Providing and fixing aluminium tower bolts (Berrel type) anodized transparent or dyed to required shade and colour with screws etc complete. 150x10mm
Providing and fixing aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etcetera complete.125mm
Providing and fixing aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etcetera complete.100mm
Providing and fixing 100mm bright finished brass floor door stopper with rubber cushion screws etcetra to suit shutter thickness complete.
Providing and fixing 100mm bright finished hard drawn hooks and eyes.100mm
P/F MS but hinges with necessary screws.
Provding under layer for plinth protection of 75mm thick (unconsolidated) bed of dry brick/stone aggregate 40mm nominal size) wall rammed and consolidated and grouted with fine sand including preparetion of ground.
Providing plinth protection 50mm thick with cement concrete 1:3:6 (1Cement : 3Sand : 6 graded stone aggregate 20mm nominal size)
Constructing Coursed rubble hammer dressed "U" Shape open surface drain with side wall 15x22 cm in cement mortar 1:6 (1 cement : 6 sand) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) including earth work and laying 10cm cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) and 7.5 cm. cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) and finished with a floating coat of neat cement complete as per standard design.
Puran Chand
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