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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-AOC V P O HARDASPURA TEHSIL DISTRICT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | ₹21.8 L Quoted ₹21.9 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹22.9 L+₹1.0 L (4.59%)Rejected-Finance 63A SADAR BAZAAR DAGSHAI CANTT DISTT SOLAN 173210 H P | DAGSHAI | SOLAN | HIMACHAL PRADESH | 173210 | ₹22.9 L+₹1.0 L (4.59%) | L2 | Rejected-Finance High Rate |
| 3 | L3₹25.7 L+₹3.8 L (17.4%)Rejected-Finance | ₹25.7 L+₹3.8 L (17.4%) | L3 | Rejected-Finance High Rate |
Tender Value
₹21.3 L
EMD Value
₹39,459
Closing Date
20 Nov 2021, 1:00 pmClosed
Lokesh Thakur
S.E(OP) Circle
Construction of J.E office, complaint room, Breast wall/ Retaining wall for Electrical section Cemetery under ESD, HPSEBL, Dhalli in District Shimla (H.P).
2021_HPSEB_53367_1
SHC/ Tender--03(CW-Cemetery section) /2021-22
Open Tender
Civil Works - Buildings
Turn-key
180 days
Dhalli
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,360
₹39,459
5 Jan 2022
10 Nov 2021
22 Nov 2021
11 Nov 2021
20 Nov 2021
11 Nov 2021
Amount
Earth work in surface excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as dire4cted by Engineer-in -charge. Ordinary rock
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Suspended floors, roofs, landings, balconies and access platform
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts.
Stairs, (excluding landings) except spiralstaircases
Wall (any thickness) including attached pilaters, butteresses, plinth and string courses, etc.
Edges of slabs and breaks in floors and walls :-Under 20 cm wide
P/L cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) - all works upto plinth level :
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) : 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 upto & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
P/L cement concrete 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
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 1:4 (1 cement : 4 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 1:4 (1 cement :4 coarse sand)
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
Providing and laying vitrified floor tiles of 600x600 mm size (thickness of tile to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved 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 laying vitrified floor tiles in different sizes (thickness of tile to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, ofapproved 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
6 mm cement plaster in ceiling in cement mortor mix1:3 (1 cement : 3 fine sand)
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand)
20 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
Providing wood work in frames of doors, windows clerestory wondows and other frames, wrought framed and fixed in position with hold fast lugs or with fasteners of required dia & length ( hold fast lugs or deas fastener shall be paid for separately (sal wood)
Providing and fixing panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required sizes with necessary screws, exlluding panelling which will be paid for separately, all complite as per direcdtion of Engineer-in -chfarge. ( Second class teak wood 35 mm thick shutters.
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M. S. pressed butt hinges of required sizes with necessary screws.
Providing and fixing wire gauge shutters using galvanized M. S. wire gauge width of apeture 1.4 mm in both direction with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws.
Providing and fixing ISI Marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm
Providing and fixing ISI Marked oxidised M.S. Tower bolt with black finish, (barrel type) with screws etc. complete : 150x10 mm
Providing and fixing ISI Marked oxidised M.S. Handles conformkint to IS: 4992 with nuts and screws etc. complete : 125 mm
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 un plasticis- -ed 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 M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x 10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. :100 mm diameter
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.
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.
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
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 water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
With ready mix Pink and Grey primer of approved brand and manufacture on wood work (Hard and soft wood)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.
Carriage and dumping of excavated soil / muck from construction site to dumping site, which is arrange by the contractor.
SACHIN GARG
UNIVERSAL TRAINING & RESEARCH INSTITUTE SHIMLA
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