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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.6 LAccepted-AOC SOMESHWAR DISTRICT ALMORA | ALMORA | UTTARAKHAND | 263601 | L1 | Accepted-AOC L1 | |
| 2 | L2₹58.1 L+₹46,210.60 (0.80%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹58.2 L
EMD Value
₹1.2 L
Closing Date
25 Nov 2021, 3:00 pmClosed
EE RWD ALMORA
EE RWD VIKASH BHAWAN ALMORA
Construction Of Physics, Chemestry and Biology Laboratory building in G.I.C, Someshwar
2021_RES_38308_1
923 Dated 11-11-2021
Open Tender
Civil Works - Buildings
Item Rate
180 days
Someshwar Almora
Construction Of Physics, Chemestry and Biology Laboratory building in G.I.C, Someshwar
2 documents required · 2 mandatory
₹4,720
EE RWD ALMORA
₹1.2 L
19 Sept 2023
12 Nov 2021
26 Nov 2021
12 Nov 2021
25 Nov 2021
12 Nov 2021
Amount
Earth work in excavation by mechanical / manual means in foundation trenches or drains i/c lift upto 1.5 m, i/c disposal of surplus excavated soil within a lead of 50 m.
P/L in position CC 1:4:8 (1 Cement : 4 c/sand : 8 st. agg. 40 mm size) excluding the cost of c/shuttering - All work upto plinth level.
RR stone masonry with hard stone in foundation and plinth i/c levellingup with CC 1:6:12 (1 cement: 6 coarse sand : 12 stone agg. 20mm size) at plinth level with cement mortar 1:6 (1 cement : 6 c/sand).
P/L in position RCC 1:1.5:3 excluding the cost of c/shuttering finishing and reinf All work upto plinth level(in foundation)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement : 6 c/sand).
R.C.C work 1:1.5:3 in wall plinth and string courses column pillars piers abutments posts & struts etc upto floor five levelex. Cost of c/shuttreing, finishing and reinf.
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
Centering and shuttering i/c strutting propping etc and removel of form for foundations footings bases of columns etc for mass concrete.
Centering and shuttering i/c strutting propping etc and removel of form for Suspended floors roofs landings balconies and access platform.
Centering and shuttering i/c strutting propping etc and removel of form for lintels beams plinth beams girders bresssumers and cantilevers.
Centering and shuttering i/c strutting propping etc and removel of form for columns pillars piers abutments posts and struts.
Centering and shuttering i/c strutting propping etc and removel of form for stairs.
Reinforcement for R.C.C work i/c straightening cutting bending placing in position and binding all complete- Thermo Machanically treated bars.
Brick work with FPS bricks bricks of class desigation 75 in super structure above plinth level upto floor v level in cement mortar 1:6
12 mm cement plaster of mix 1:6 cement and coarce sand mortar
Filling available excavated earth in trenches, plinth in layers consolidating by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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 etc complete.
P/F glass strips in joints of terrazo- 40 mm wide and 4 mm th.
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)Size of Tile 600x600 mm
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand)Size of Tile 600x600 mm
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, i/c cutting, hoisting, fixing in position & applying a priming coat of approved steel primer all complete.
P/F 35 mm th. ISI marked flush door shutters i/c butt hinges with necessary screw non decorative type.
P/L in position CC 1:2:4 in bed blocks etc excluding te cost c/shuttering uoto floor five level
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) Single socketed pipes.110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes Shoe (Plain)
Providing and fixing unplasticised -PVC pipe clips of approved design to unplas-ticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,including cutting brick work and fixing in cement mortar 1:4 110 mm
Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing
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.
Distempering with oil bound washable distemper of app brand( two or more coats) to given an even shade on new work over and i/c 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 priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting wood work with Deluxe Multi Surface Paint of req. shade (Two or more coats) applied over an under coat of primer approved brand.
Painting Steel work with Deluxe Multi Surface Paint of req. shade (Two or more coats) applied over an under coat of primer approved brand.(125.80-50.70=75.10)
P/F ISI marked alluminium sliding door bolts anodi coating not less thengrade AC 10 as per IS:1868 transperent or colour or shade with nuts and screw etc complete300x16
P/F ISI marked alluminium tower bolt anodised (a not less then grade AC 10 as per IS:1868) transperent or colour or shade with nuts and screw etc complete250x10
P/F ISI marked alluminium Handles anodised (a not less then grade AC 10 as per IS:1868) transperent or colour or dyed to req less then grade AC 10 as per IS:1868) with necessary screws etc complete:125 mm
Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.
P/F M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints mitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in CC blocks 15x10x10cm of 1:3:6 necessary butt hinges and screws and applying a priming coat of approved steel primers.
providing and fixing G.I. pipes complete with G.I. Fittings and clamps, including cutting and making good the walls etc. Internal work-Exposed on wall 15 mm dia. Nomminal bore.
providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end) 20 mm nominal bore.
providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS: standards and weighing not less than 810 gms. 15mm nominal bore.
providing and fixing C.P. brass angle valve for basin mixer and geyser points of appoved quality conforming to IS: 8931 15mm nominal bore.
providing and fixing PTMT grating of approved quality and colour Circular type 100mm nominal dia.
Providing and fixing white vitreous china laboratory sink with C.I.brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete,Size 600x450x200 mm
providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. flexible pipe 32mm dia.
Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length 15 mm nominal bore
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)Acid and alkali resistant tile
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cementIn dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
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) Single socketed pipes.75 mm diameter
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 1:4 (1 cement :4 coarse sand)
Excavation in hilly area in soil by manual means i/c cutting and timbering of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20m.Soil 59.60x 30%=17.88,ordinary rock 89.30x30%=26.79,hard rock 260.00x 40%=104.00
Excavation in foundation for retaining & breast walls in all types of soils and rocks i/c lead, lift and disposal of surplus material.
RR stone masonary laid in 1:6 cement and sand mortar in breast, retaining walls etc. i/c supply of all materials, labour, T&P and royalties etc.
HP stone filling in back of walls i/c supply of all materials, labour T&P etc. required for proper completion of work.
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.
P/L of dry rubble stone flooring complete as directed by Engr. - in - charge.
MAHESH SINGH
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