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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC 266 SECTOR C 1 SHASTRI PURAM AGRA UTTAR PRADESH | AGRA | UTTAR PRADESH | 282001 | ₹3.6 Cr | L1 | Accepted-AOC L1 FOR TENDER |
| 2 | L2₹3.7 Cr+₹12.4 L (3.45%)Rejected-AOC 201 205 SAI SAMARTH COMPLEX MANEJA MAKARPURA MANEJA VADODARA GUJARAT 390013 UDYAM GJ 24 0031890 | VADODARA | GUJARAT | 390013 | ₹3.7 Cr+₹12.4 L (3.45%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Qualified in Technical bid |
Tender Value
₹3.8 Cr
EMD Value
₹7.5 L
Closing Date
12 Oct 2022, 3:00 pmClosed
MD GMVN
74/1 GMVN rajpur road Dehradun uttarakhand
construcation of 40 beded TRH at vyasghat
2022_GMVN_49589_1
543/ dated/15.09.2022.
Open Tender
Construction Works
Item Rate
7 days
PAURI garhwal
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Yes
General Manager Construction
₹7.5 L
Yes
DEHARDUN
11 Aug 2023
20 Sept 2022
12 Oct 2022
20 Sept 2022
12 Oct 2022
27 Sept 2022
24 Sept 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:3 (1 cement :3 coarse sand)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
15 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
Providing and fixing Ist quality ceramic glazed wall tiles with mat finish model Quatjet DK, HL, LT of make johnson/ Somany / RAK / Kajaria conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and laying Ceramic glazed floor tiles of size 300x300 mm with mat finish model Quatjet of make johnson/ Somany / RAK / Kajaria (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 25 mm dia
Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment).
Providing and fixing factory made WPC door frame made of WPC sections having an overall dimension as mentioned (tolerance ±1mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws,
ALUPLAST - ALUPLAST/Encraft 60MM SLIDING WINDOW, 6 mm Clear Toughened GLASS - 1, Mesh- 1 , HANDLE TYPE - ESPAG HANDLE WITHOUT KEY - WHITE SLIDING SASH ROLLER - DOUBLE WHEEL ADJUSTABLE WITH GROOVE FLYSCREEN HANDLE - SLIDING C HANDLE - WHITE FLYSCREEN SASH ROLLER - DOUBLE WHEEL ADJUSTABLE WITH GROOVE - WHITE
Providing and fixing ISI marked WPC door shutters, decorative type 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing mirror of superior glass (of approved quality) and of rectangular shape and size 600mm x450mm with plastic moulded frame of approved make and shade with 6 mm thick hard board backing complete in all respect
P/F of Pine wood false ceiling with pine battens 4" x 3" at spacing of 2' only with melamine polish & for Teewari Balcony complete in all respect
Pine wood railing with melamine polish complete having 2" dia posts, 3.5" thick handrail as per architectural design
SITC of 10 KLD Capacity Sewage Treatment Plant based on FAB/ MBBR technology for Treatment of Effluent/ Domestic waste with all Electrical & Mechanical Equipments including Supply, Erection Installation, Testing & Commissioning, with labour T& P of all materials etc. & AMC for 3 years complete in all respect as per detailed specifications and directions of E/I.
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge, Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge, Concealed work, including cutting chases and making good the walls etc.25 mm nominal outer dia pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge, Concealed work, including cutting chases and making good the walls etc.32 mm nominal outer dia pipes
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 75 mm dia
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 110 mm dia
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.110 mm
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° -75 mm bend
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° - 110 mm bend
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, One piece closet S-Trap-200 mm with rimless siphonic flushing ESS-ESS (Altius) W.C. pan with ISI marked white solid plastic seat and lid
Providing and fixing wash basin with table top basin size 440 x 440 x 140 ESS ESS model Artisan TT-32-X
Wall Mixer single lever of ESS ESS, MAWM203
Providing and fixing pillar cock of approved quality and colour. 15 mm nominal bore, Brand -ESS ESS Model: MABM101
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and 15 mm nominal bore, ESS ESS, MABC102
Providing and fixing C.P. brass bib cock of approved quality conforming to 15 mm nominal bore ESS ESS, MABC101
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore, ESS ESS , MACU101
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. flexible pipe 32 mm dia
Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm long 15 mm bore complete in all respect
Providing and fixing Rainfall shower 8" mistflow ESS ESS RSRF101 complete in all respect
Providing and fixing 15" rainfall shower ARM round ESS ESS SA-105 complete in all respect
Providing and fixing Pura health faucet with pipe & hookd ESS ESS C-232 C complete in all respect
Providing and fixing Waste coupling full threaded new ESS ESS C-230I complete in all respect
Providing and fixing Tissue holder ESS ESS , SQTP101 complete in all respect
Providing and fixing Towel rack ESS ESS SQTW401 complete in all respect
Providing and fixing single cup holder ESS ESS SQTH 101 complete in all respect
Providing and fixing soap holder ESS ESS, HXSD101 complete in all respect
Providing and fixing Towel Ring ESS ESS PETW201 complete in all respect
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical pecification Clause 1603.1
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in Using naturally occuring gravel including compacting by Three wheel 80-100 kN Static Roller and also T & P etc such as Tractor with Rotavator, Motor Grader, Water tanker 6 kl capacity (Truck Mounted) complete in all respect.
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. sqm 614.05
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge.
Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge..
Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge.
Providing and stacking of Fishtail palm of ht. 150-180 cm bottom girth 15- 20 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.
Providing and stacking of Ficus panda of height 60-90 cm, with 8-10 branches, and healthy foliage, bushy in big size HDPE bag as per direction of the officer-in-charge.
Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge.
Providing and stacking of winter seasonal seedling/cutting at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge. - Carnation (double) Lilliput
Providing and stacking of winter seasonal seedling/cutting at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge. -Cineraria
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Supplying and stacking at site.90 mm to 45 mm size stone aggregate
SKP Projects Pvt Ltd
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