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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC | ₹31.3 L Quoted ₹26.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹26.9 L+₹34,614.44 (1.30%)Rejected-Finance VILL PATA POST DESAU KALSI DEHRADUN | ₹26.9 L+₹34,614.44 (1.30%) | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹75,000
Closing Date
25 Oct 2024, 11:30 amClosed
Executive Engineer RWD Pauri
Executive Engineer Rural Works Department Pauri
Reconstruction work of Government Primary School Maikholi in Thalisain development block under district Pauri Garhwal
2024_RES_76883_4
1188/R.W.D/T-I-02/2024-25
Open Tender
Civil Works - Buildings
Item Wise
365 days
Thalisain
as per NIT
3 documents required · 3 mandatory
₹2,950
Executive Engineer Rural Works Department
₹75,000
28 Dec 2024
14 Oct 2024
25 Oct 2024
14 Oct 2024
25 Oct 2024
14 Oct 2024
Amount
1-1-1-A 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 Specification Clause 1603.1 72.90 Cum
Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimmingof slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge.
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, 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
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.(As per PWD Uttarakhand specifications).
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
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of Reinforced cement concrete 1:1.5:3 work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers,abutments, posts and struts etc. uptofloor five level excluding cost of centring,shuttering, finishing and reinforcement : 1:1.5:3 (1 cement:1.5 coars sand:3 graded stone aggregate 20 mm nominal size)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinthlevel upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete Thermo-Mechanically Treated bars above in plinth level
Providing and laying cement concrete in kerbs, steps,hold fast,sill and the likeat or near groundlevel excluding the cost of centring, shuttering and finishing 1:2:4 (1 Cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size).
15 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) incld.supply of materials, labour, T&P etc. reqd. for proper completion of work.
12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) incld.supply of materials, labour, T&P etc. reqd. for proper completion of work.
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) incld.supply of materials, labour, T&P etc. reqd. for proper completion of work.
C.C flooring 1:2:4(1cement:2coars sand:4 graded stone aggregate) with a floting coat of neat cement including cement slurry,but excluding the coast of nosing of steps etc. 40 mm thick with 20mm nominal size stone aggregate.
Providing and fixing glass strips in joints of terrazo/ cement metre concrete floors. 40 mm wide and 4 mm thick.
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.
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 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.
Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm.IN SKIRTING
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 priming coat with cement primer
Finishing walls with Premium Acrylic Smooth Exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 Sqm. over and including base coat of water proofing cement paint applied @2.20 kg/ 10 Sqm).
Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base
Providing and fixing M.S. Tubular frames for doors, windows, ventilatorsand cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. Fixed to steel windows by welding.
Renewing glass panes, with putty and nails wherever necessary Float glass panes of thickness 4 mm.
Providing and fixing IS : 12817 marked stainlesssteel butt hinges with stainless steel screws etc. 100x58 x1.90 mm
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete 250x10 mm
Providing and fixing ISI marked Aluminium handles conforming to IS:4992 with necessary screws etc. 125 mm
Providing and fixing ISI marked Aluminium tower bolt black finish, (Barrel type) with necessary screws etc.200 x 10 mm
Providing and fixing ISI marked Aluminium tower bolt black finish, (Barrel type) with necessary screws etc.150 x 10 mm
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 100x10 mm
Providing and fixing oxidised M.S. hasp and staple (safety type) conforming 150 mm
Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc.
Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, screws etc. to suit shutter thickness complete
Providing and fixing aluminium hanging floor door stopper ISI marked anodised Single rubber stopper
Painting Wood work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 Sqm over an under coat of primer applied @ 0.80 ltr/ 10 Sqm of approved brand or manufacture
Painting with synthetic enamel paint of approved brand and manufacture to give an even shadeTwo or more coats on new work
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488kg/Sqm mixed with water proofing cement compound @ 0.253 kg/Sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/Sqm mixed with water proofing cement compound @ 0.670 kg/Sqm and coarse sand @ 1.289 kg/Sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.)
WALL PAINTING WORK INSIDE OR OUTSIDE SCHOOL I/O MATERIAL,CARTAGE GST ETC
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 10 mm gap for thermal expansion, (i) Singlesocketed pipes 110 mm diameter.
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories 110 mm Bend 87.5degree.
Jeet Singh
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