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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹24.9 L+₹12,936 (0.52%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹26.8 L+₹2.1 L (8.40%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest | |
| 4 | L4₹29.0 L+₹4.2 L (17.1%)Rejected-Finance | L4 | Rejected-Finance 4th Lowest | |
| 5 | Rejected-Technical GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | - | Rejected-Technical No |
Tender Value
Refer Docs
EMD Value
₹34,500
Closing Date
15 Jan 2021, 4:00 pmClosed
Executive Engineer Shimla Division No-I,HPPWD Shim
Executive Engineer Shimla Division No-I,HPPWD Shimla-3
C/O Building portion and site Development). (Under RMSA).
2020_PWD_43525_1
SD-1_CTR-Tender/20-18667 dt 17-12-2020
Open Tender
Civil Works
Item Rate
180 days
Shimla
As per SBD
13 documents required · 13 mandatory
₹500
₹34,500
18 Feb 2021
31 Dec 2020
16 Jan 2021
31 Dec 2020
15 Jan 2021
31 Dec 2020
Amount
Excavation in foundation trenches in all heights and depths in all kinds of soil including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site. according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and un- useful material and transportation of the un -useful material for disposing at dumping site (to be arranged by the contractor) including payment of prescribed charges of dumping to be borne by the contractor to the satisfaction of Engineer- in -Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour ,machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful material such as stones , shingles aggregate and slates shall be properly stacked at site and handed over to the department free of cost to the maximum possible extent in all leads and lifts through all modes of transportation and used/removed as per the direction of Engineer-in-Charge. serviceable stones to be handed over to the department free of cost. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
Cutting in earth work in by mechanical in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per the directions of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
Excavation in earth work etc. in all kinds of soils including spade work, saturated soil, pick work, jumper work, blasting and chiseling/wedging out rock etc. and pumping or bailing out water including dressing of side and beds and stacking of serviceable materials in all leads and disposal of surplus excavated earth in all leads and disposed earth to the leveled and neatly dressed including carriage of materials in all leads and lifts upto approved dumping site which will be arranged by the contractor him self & as per the direction of the Engineer-in-Charge.
Providing form work with steel plates of 3.15mm (Three decimal One five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a)Foundation footing and basis of columns, etc. and mass concrete.
(b)Flat surfaces such as soffits of suspended floors, roofs, landings and the like :-(i)Floor etc. upto 200mm(two hundred milimetre) in thickness
(c ) Columns, pillars, posts and struts :- (i)Square rectangular or polygonal in plan
(d) Beams, cantilever, girders and lintels :- (i)Sides and soffits of beams, beam haunching cantilevers, brssumers and lintels not exceeding 1 metre in depth in all heights from floor
(e) Edges of slabs and break in floors and walls :- ( i )Under 20cm (twenty centimetre) wide :-
Providing and laying cement concrete 1:6:12 (One cement:Six sand : twelve graded stone aggregate 40 mm(forty milimetre) nominal size) and curing complete excluding cost of centring and shuttering including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)Foundation and plinth:
Providing and laying cement concrete 1:5:10(One cement Five sand : Ten graded cursed/broken stone aggregate 40mm) (forty millimeters nominal size) mechanically mixed and curing complete, excluding cost of form work in foundation and plinth including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8 (One cement : four sand : eight Graded stone aggregate 25mm(twenty five milimetre) nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying cement concrete work 1:1½:3 (one cement :one & half sand : three graded stone aggregate 20 mm (twenty milimetre) nominal size) michamically mixed and vibrated for compacting concrete and curing complete excluding cost of form work and reinforcement for reinforced concrete work,but including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a)Foundation and plinth
(b)Lintels, beams girders bressumers and cantilevers upto all floor level :
(c )Columns, pillars, posts and struts :-
Providing mild steel/tor steel reinforcement for RCC work including cutting bending, binding & placing in position complete up to all floor level/all heights including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) Tor steel.
Brick work using common burnt clay building bricks in Super Structure including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)Cement Mortar 1:6 (One cement:Six sand)Second Class Bricks.
Half brick masonry in common burnt clay building bricks including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Cement Mortar 1:4 (One cement : Four sand) Second Class Bricks
Boulder filling dry hand packed tightly in wire crates vertical bunds with sloping face (wire crates to be measured separately)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing & fixing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a)2nd class Deodar wood.
Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary screws including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 40mm (forty milimetre)thick.2nd class Deodar wood.
Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm (zero point five six milimetre) for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)40mm (forty milimetre)thick 2nd class deodar wood
Providing and fixing 19mm(Ninteen milimetre) thick water proof commercial board in shelves/box for cup board with butt joints & fixing with nails & screws etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
P/F 12 mm (twelve milimetre)thick prelaminated board both side bwp phenol bonded exterior/interior grade shutters withframe of 1st class deodar wood for cup board including nickel plated bright finished piano hinges including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)25mm (twenty five milimetre)thick frame.
Providing and fixing square edges cover fillets (beading) 19mmx6mm(Nineteen milimetre into six milimetre) section i/c mitring at junctions with wood screws and nails complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. ( a)1st class Indian teak wood
Providing 50x50x50mm (fifty into fifty into fifty milimetre)wooden plugs including cutting bricks/stone work and fixing in cement mortar 1:3 (one cement : three sand) and making good the walls etc.(i)2nd class deodar wood.
Providing 40x3 mm(forty into three milimetre) flat iron hold fast 40cm. (forty centimetre)Long including fixing to frame with 10mm(ten milimetre) diameter bolts & nuts and wooden plugs and embeding in cement concrete block 30x10x15cm.(thirty into ten into fifteen centimetre) 1:3:6 ( one cement : three sand: six graded stone aggregate 20mm(twenty milimetre) nominal size)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and fixing 25mm(twenty five milimetre) diameter curtain rods with brackets, plugs etc. where ever required including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)First class indian teak wood
Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats square or round bars with round headed bolts and nuts or by screws including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Plain grill
Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 300x16mm (three hundred into sixteen milimetre)
Providing and fixing aluminum tower bolts(barrel type)anodized transparent or dyed to required shade and colour with screws etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. ( a) 200x10mm(two hundred into ten milimetre)
(b) 100x10mm(One hundred into ten milimetre)
Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) 125mm (One hundred twenty five milimetre)
(b) 75mm (seventy five milimetre)
Providing and fixing oxidized M.S. hooks and eyes including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) 300 mm(Three hundred milimetre)
Providing and fixing 65x35mm(sixty five into thirty five milimetre) special quality bright finished brass cup board locks or wardrobe locks with six levers including necessary screws etc. complete. (Indian make of approved quality).
Providing and fixing door stopper 100mm(One hundred milimetre) size including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and fixing M.S. single acting spring hinges bright finished with necessary screws etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)150mm(one hundred fifty milimetre)
Precast terrazzo tiles hydraulic compressed 20 mm(twenty milimetre) thick without marble chips of specified sizes laid of floors treated of steps and landings on a bed of 25mm(twenty five milimetre) average thickness of cement mortar 1:6(one cement: Six sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of following shades including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)SILVER GREY
Precast terrazzo tiles hydraulic compressed 20 mm (twenty milimetre)thick (with marble chips of specified sizes) in skirting and risers of steps not exceeding 30 cm(thirty centimetre) in height on 10 mm (ten milimetre)thick cement plaster 1:3 (one cement: three sand)jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required)including rubbing and polishing complete with tiles of following shades including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)SILVER GREY.
Providing and laying spartic ceramic tiles 5.5mm(five point five milimetre) thick in flooring (300x300mm(three hundred into three hundred milimetre) size)treads of steps laid on a bed of 12mm(twelve milimetre) thick cement mortar 1:3(one cement:three sand) finished with flush pointing in whit cement including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
White glazed tiles 6 mm(six milimetre) thick in flooring, treads of steps and landing laid on a bed of 12 mm(twelve milimetre) thick cement mortar 1:3(one cement :three sand) finished with flush pointing in white cement including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and fixing 0.60mm (Zero point sixty milimetre) thick prepainted steel sheet in roofing with hot dipped metallic 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 of 5 microns over 5 microns primer coating i/c fixing with prepainted iron Jor L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers mplete with all accesoriees as required as per the direction of Engineer-in-charge.
Providing and fixing ridges or hips 60 cm (sixty centimetre) overall with 0.60mm (zero point sixty milimetre)thick prepainted steel sheets in roofing with hot dipped metalic 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 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm (six milimetre) dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.
Providing and fixing flushing 38cm(thirty eight centimetre) overall with 0.60mm (zero point sixty milimetre) thick prepainted sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm (six milimetre) dia meter & prepainted G.I. limpet & bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charge.
Providing and fixing on wall face C.I.rain water pipes including filling the joints with spun yarn and cement mortar 1:2 (One cement :Two sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)100 mm(One hundred milimetre) dia pipe
Providing and fixing on wall face C.I. accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (One cement :Two sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing and fixing m.s.holder bat clamps of approved design to C.I. or S.C.I pipes embeded in and including cement concrete blocks 10 x10x10 cm (ten into ten into ten centimetre) of 1:2:4:mix (one cement: Two sand: four stone graded stone aggregate 20 mm(twenty milimetre nominal size) and cost of cutting holes and making good the wall etc. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)100 mm(One hundred milimetre) diametre for C.I. pipe.
Steel work welded in built up sections, trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. a) In gratings, framed guards bars ladders, railing, brackets and similar work.
Providing and fixing M.S. BP Sheet 1.66mm to 2mm (One point sixty six milimetre to two milimetre) 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 (Base members of steel work shall be measured & paid separtely) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge .
Applying priming coat over new wood and wood based surfaces after and i/c preparing the surface by thoroughly cleaning oil, grease dirt and other foreign matter sand papering and knotting including carriage of mateirals in all leads and lifts as per directions of the Engineer-in-Charge.(a)Ready mixed paint brushing wood primer pink.
Painting two coats (excluding priming coat)on external faces of new rain water soil,waste and vent pipes and fitting with aluminium paint,brushing to give an even shade including cleaning of all dirt,dust and other foreign matter including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)100 mm (One hundred milimetre) dia
Painting two costs (excluding priming cost on new steel and other metal surfaces eith enamel paint brushin to give an even shade including cleaning the surface of all dirt,dust and other foregin matters including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. ( a)Enamel white paint
Painting two coats (excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt, dust and other foreign matter, sand papering & stopping including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) With white enamel paint.
6mm (six milimetre)Cement plaster to ceiling including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) In Cement Mortar 1:4(One Cement:four Sand)
15mm cement plaster in single coat on rough side of brick/ concrete /stone walls for interior plastering up to all floor level /heights i/c arises internal rounded angles, chamfers and / or rounded angles not exceeding 80mm(eighty milimetre) in girth and finished even and smooth in cement mortar 1:6(One cement;six sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge..
15mm (fifteen milimetre) cement plaster in single coat on fair side of brick/ concrete /stone walls for interior plastering up to all floor level /heights i/c arises internal rounded angle, chamfers and / or rounded angles not exceeding 80mm(eighty milimetre) in girth and finished even and smooth including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. a)in cement mortar 1:6(One cement;Six sand).
Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth. Priming coat with distemper primer including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing under layer for plinth protection of 75mm (seventy five milimetre)thick (unconsolidated) bed dry brick/stone aggregated 40mm(forty milimetre) nominal size with rammed and consolidated and grouted with fine sand including preparation of ground including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing plinth protection 50mm thick in cement concrete 1:3:6 (One Cement :Three Sand : six Graded stone aggregated 20mm(twenty milimetre) nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Providing weep holes in Breast wall/Retaining wall on stone masonry with 100mm & P.V.C. pipe with slop of 1:20 to wards the face complete as per drawing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Gaurav Parihar
NARINDER ATRI
varun sharma civil and government contractor
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