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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹1.3 CrAccepted-AOC GOVT CONTRACTOR VILLAGE CHERI P O KIAR KOTI TEHSIL DISTT SHIMLA | ₹1.3 Cr | L 1 | Accepted-AOC L-1 |
| 2 | L 2₹1.3 Cr+₹2.9 L (2.30%)Rejected-AOC HPSEBL THALOUT | ₹1.3 Cr+₹2.9 L (2.30%) | L 2 | Rejected-AOC L-2 reject |
Tender Value
₹64.5 L
EMD Value
₹97,400
Closing Date
21 Jul 2020, 9:00 amClosed
EE Janjehli
Executive Engineer Seraj Division HP PWD Janjehli
Construction of Govt Sen Secy School building at Murah in Tehsil Balichowki Distt Mandi SH Building portion Site development
2020_PWD_38814_1
No.PW.SRJ/TA/Pub/2020-21 3356-58 dated 27.06.2020
Open Tender
Civil Works
Item Rate
365 days
Janjehali
Construction of Govt Sen Secy School building at Murah in Tehsil Balichowki Distt Mandi SH Building portion Site development
11 documents required · 11 mandatory
₹2,000
EE Seraj at janjehli
₹97,400
Yes
18 Jul 2024
10 Jul 2020
21 Jul 2020
10 Jul 2020
21 Jul 2020
10 Jul 2020
Amount
Cutting in earth work in all kinds of soils and disposal of excavated earth upto a lead of any metres such as pick work , jumper work, pick work,pick jumper blasting work, blasting work in soft and hard rock conglomrate rock or saturated soil and its intermediate classification of soil including chiseling/wedging out of rocks (where blasting is prohibited) and pumping or bailing out of watering/dewatering upto any lift stacking the excavated soil clear from the edge of excavation and then returning the stacked soil in layers when required into plinth sides of foundations consolidation each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in charge within any leads including carriage of materials with in all leads, lifts and other incidentals.
Excavation in foundation, trenches etc. in earth work in all kinds of soil such as pick work, Jumper work, blasting work in soft and hard rock, conglomerated rock or saturated soil and its intermediate classification of soil, chieseling work and wedging out rock (where blasting is prohibited) and pumping or bailing out watering/dewatering upto any lift, stacking the excavated soil upto any lead from the edge of excavation and then returning the stacked soil in layer when required into plinth, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals .
Earth work in excavation for structure as per drawing and technical specification clause 305.1 for retaining wall, breast wall, toe wall, abutment etc. in all kind of soil upto any depth i/c setting out construction of shoring and bracing removal of stumps and other deletarious material and disposal up to any lead dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil including carriage of material with in all leads and lifts and other incidentals or as per the direction of the Engineer-in Charge.
Providing form work with steel plates 3.15mm(Three point fifteen millimeter) thick welded with angle iron in frame 30x30x5mm(Thirty millimeter into thirty millimeter into five millimeter) so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and bellies in any height of propping and centering below supporting floor to ceiling upto floor all level and removal of the same for in situ-reinforced concrete and pain concrete work including carriage of materials with in all leads, lifts and other incidentals or as per direction of Engineer-in charge in:- Foundation, footing basis of columns etc. and mass concrete .
Flat surfaces such as soffits of suspended floors, roofs, landings and the like Floors etc upto any thickness.
Beams, cantilever, girders and lintels sides and soffits of beams, beam haunching, cantilevers, bressumers and lintels in any depth in all height from floor..
Columns, pillars, Posts and struts, Square, rectangular or polygonal in plan
Stair cases with sloping or stepped soffits excluding landing
Edges of slabs and breaks in floors and walls in any width.
Providing and laying concrete (C.C 1:6:12) (one cement : six sand twelve graded stone aggregated) 40mm (forty mililimetre) nominal size for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 including curing complete and carriage of material with in all leads and lifts and other incidentals or as per the direction of the Engineer-in Charge.
Providing and laying cement concrete 1:6:12 (one cement : six sand twelve graded stone aggregated 40 mm (forty millimetre) nominal size and curing complete excluding cost of centring and shuttering in Foundation and plinth including carriage of material with in all leads and lifts and other incidentals or as per the direction of the Engineer-in Charge.
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm (fourty millimetre) nominal size) curing complete excluding cost of centring and shuttering in foundations and plinth as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals .
Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1(V):20(H) (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of materials with in all leads and lilfts and other incidentials complete or as per the entire satisfaction and direction of Engineer-in-Charge.
Providing and laying cement concrete mechanically mixed and vibrated 1:5:10 ( one cement : five sand : ten graded stone aggregate 40mm.(Forty millimetre) mechanically mixed and curing complete including the cost of form work in foundation and plinth as per direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Back filling behind abutment wing wall and retaining wall complete as per drawing & technical specification clause 1204.3.8 and including carriage of material with in all leads , lifts and other incidentals or as per the direction of the Engineer-in Charge.
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete as per HPPWD specification including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.
Boulder filling dry hand packed in under floor as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals .
Providing and laying upto first floor two level reinforced cement concrete 1:2:4 (1 cement : 2 Sand : 4 graded stone aggregate 20mm (twenty millimetre) nominal size to give a smooth and even surface including centring and shuttering etc. but excluding cost of reinforcement in Mouldings as in cornices windows sills etc. exceeding 15cm (fifteen centimetre) in girth including curring complete and carriage of materials with in all leads, lifts and other incidentals or as per the directions of Engineer-in-Charge
Providing and laying reinforced cement concrete design mix M-25 (twenty five) grade mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work. The mix shall be designd as per requirement of I.S code and P.W.D specification. The design mix will be got approved from the Engineer - in - Charge prior to the casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S code including carriage of materials with in all leads, lifts and other incidentals . Foundation, footing basis of columns etc. and mass concrete .
Suspended floors, roofs ,landings and shelves and their support, balconies, beams, girders, breasumers and cantilevers upto Floor any Level
Columns, pillars posts and struts square rectangular polygonal in plain upto Floor any Level
Stair cases (except spiral stair cases) excluding landing but including preparing of the top surface and finishing of nosing upto Floor any Level
Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete including cost of binding wire up to any level as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals .
Precast concrete block masonry (including quoin blocks, jamb blocks, closer etc) with solid concrete blocks of approved size made of cement Concrete, 1:3:6 (One Cement: Three Sand: Six graded stone aggregate.) 40 mm (Forty millimeter) nominal size and down gauge in cement mortar 1:6 (One Cement: Six Sand) in foundation and plinth upto floor any level as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals .
Precast concrete block masonry in partition walls 10 cm (ten centimetre) thick with solid block ofa pproved size (including quoin blocks, jamb blocks, closer etc) with solid concrete blocks of approved size made of cement Concrete, 1:3:6 (One Cement: Three Sand: Six graded stone aggregate.) 40 mm (Forty millimeter) nominal size and down gauge in cement mortar 1:6 (One Cement: Six Sand) in foundation and plinth upto floor all level including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.
Squared rubble masonry coursed with hard stone of approved quality in foundation and plinth including raking out joints in Cement Mortar 1:6 (one cement : six sand) including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.
Providing 2nd class deodar wood work in frames of doors,windows,clerestory,windows and other frames wrought,framed and fixed in position including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.
Providing and fixing 40 mm (forty millimetre) thick 2nd class deodar wood 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 with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.
Providing and fixing 12 mm (twelve millimetre) thick prelaminated board both side bwp phenol bonded exterior/interior grade panalled shutters with frame of first class deodar wood for doors including bright finished/black enamelled iron butt hinges with necessary screws 40 mm (forty millimetre) thick frame including carriage of materials with in all leads, lifts and other incidentals as per the directions of Engineer-in-Charge.
Providing and fixing 40 mm (fory millimetre) 2nd class deodar wood 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 fifty six millimetre) for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screw etc complete as per specification and as per the directions of Engineer-in Charge including carriage of materials with in all leads, lifts and other incidentals
Providing and fixing Ornamental 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. as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 6mm (six millimetre) thick plain asbestos cement sheet ceiling of approved quality with butt jointing and wood screws (frame work and cover fillets to be measured and paid for separately) as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing 40x3 mm (forty into three millimetre) flat iron hold fast 40cm (forty centimetre) Long including fixing to frame with 10mm (ten millimetre) diameter bolts & nuts and wooden plugs and embeding in cement concrete block 30x10x15cm (thirty into ten into fifteen centimetre) 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm (twenty millimetre) nominal size) as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. 300x16mm (three hundred into sixteen millimetre)
250x16mm (two hundred fifty into sixteen millimetre)
Providing and fixing anodized aluminum tower bolts (barrel type ) anodized trans parent or dyed to required shade and colour with screws etc. complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. 200x10mm (Two hundred x ten millimeter)
150x10mm (One hundred fifty x ten millimeter)
Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc. complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. 125 mm (One hundred twenty five millimeter)
100 mm (One hundred millimeter)
Providing and fixing 100mm (One hundred millimeter) bright finished brass floor door stopper with rubber cushion screws etc. to suit shutter thickness complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 100 mm (hundred millimetre) bright finished hard drawn hooks and eyes as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 10mm (ten millimetre) thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 600x600mmx10mm (six hundred into six hundred millimetre into ten millimetre) manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm (twelve millimetre)thick cement mortar 1:3 (1 cement : 3 sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 10mm (ten millimetre) thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 600x600mmx10mm (six hundred into six hundred millimetre into ten millimetre) manufactured of approved shade and colour in skirting and dado laid over 12mm (twelve millimetre)thick cement mortar 1:3 (1 cement : 3 sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
25 mm (twenty five millimetre) thick Kota stone slab flooring 20 mm (Twenty millimetre) (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as per directionof Engineer-in Charge including carriage of materials with in all leads, lifts and other incidentals.
Kota stone slab 25 mm (twenty five millimetre) thick in risers of steps,skirting dado and pillars laid on 12 mm (twelve millimetre) (average) thick cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and laying red sand stone slab flooring 40mm average thick on 20mm average thick base of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and granite polish finish complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and laying 7.5 cm (seven point five centimetre) wide 20 mm (twenty millimetre) deep white marbal band polished to granolithic finish complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing deodhar wood 1st class 25 mm (twenty five millimetre) thick wooden flooring laid over R.C.C/C.C. slab (to be paid separately) ( thinly coated with thin layer of hot bitumen blown type) @ 2.45 kg per sq m (two point four five kilogram per square metre) including fixing of wooden planks in position over wooden plugs fixed in c.c./R.c.c. floor including planning and levelling complete as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 12 mm (twelve millimetre) thick water proof kit ply of standard quality ISI mark and approved shade and colour in panelling & wall linning including mitring at junctions, butt jointing and nails complete (Frame work for base to be measured & paid for separately) or as per the directions of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing 0.60mm (Zero point six zero milimetre) thick preprinterd steel sheet in roofing with hot dipped metallic zinc coasted sheet with top coat of regular modified polyester (RNP) organic coating of 20 (Twenty) microns over 5 ( five) micons primer coating to back coast of polyester of 5 microns over 5 microns primer coating including fixing with screws, prepainted iron J or L hooks, bolts and nuts 6mm(six milimetre) dia with prepainted limpet and rubber washer complete with all accessories as required as per specifications and as per direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Providing and fixing ridges or hips 60 cm (Sixty centimeter) overall with 0.60 mm (Zero point sixty millimeter) thick preprinted steel sheets in roofing with hot dipped metallic zinc coated sheets with top coat or regular modified polyester organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating + back coat of polyester of 5 (Five) microns over 5 (Five) microns primer coating including fixing with preprinted iron J or L hooks, bolts & nuts 6mm(Six millimeter) dia and preprinted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.
Providing and fixing valley 60 cm (Sixty centimetre overall 0.60mm (Zero point six zero milimetre)thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat og regular modified polyster organic coating of back coat of polyster of 5 microns over 5 microns primer coating including fixing with screws, preprinted iron J and L hooks,bolts & nuts 6mm (Six milimetre)dia and prepainted G.I. limpet and bitumen washers complete with all accessories as required or as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals
Providing and fixing on wall face 100mm (One hundred milimetre) dia PVC(D-Plast) rain water pipes of working pressure not less than 4.5 Kg/sqm(Four point five kilogram per square metre) including filing the joint with approved adhersive complete as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.
Providing and fixing on wall face (D-Plast) accessories for rain water pipes including filling the joint with approved adhesive complete as per direction of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. PVC Plain Bend 100mm(One hundred milimetre) dia.
PVC concrete type bend 150 mm (one hundred fifty millimetre) dia.
Providing and fixing PVC clamps ISI marked of approved design with steel screws and rawl plugs complete as per direction of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.
Providing and fixing M.S. BP Sheet 1.66 mm (One point sixty six milimetre) to 2mm (Two milimetre) thick in eves board/ facia/soffit/ceiling including cutting ,fixing and welding to steel roof members and applying a coat of red lead primer complete as per direction of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.
Providing and fixing 15 cm (fifteen centimetre) wide 45 cm (forty five centimetre) overall semicircular plain G.I. sheet gutter eaves board facia etc. prepainted galvanised sheet hot dip mettalic zinc coated steel prepainted coat of regular modified polyster (RNP) organic coating of 20 (twenty) microns over 5 (five)microns primer coating + back coat of polyster of 5 (five) microns over 5 (five) microns primer coating complete as per direction of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.
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 as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals in: Trusses and trussed purlins in buildings including carriage of materials with in all leads,lifts and other incidentals.
In beams joists channels ,angles , tee ,flats with connecting plates or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like.
Providing and fixing M.S railing for stair case having bulluster of 20 mm x 20 mm (twenty millimetre into twenty millimetre) square bar with a clear height of 85 cm (eighty five centimetre) jointed in cemnt concrete steps and welded with electrical / gas welding M.S flat of 40x5 mm (forty into five millimetre) complete with a applying priming coat of red lead paint as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.
15mm (fifteen milimetre) cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastering up to all floor level includingarises, 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)as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.
15mm (fifteen milimetre) cement plaster in single coat on the fair side of brick/concrete/stone wall for interior plastering upto floor all level including 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:6 sand) as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.
Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated ceiling and or slope roof surface to give for interior grade on undecorated wall surface to give an even shade including carriage of materials within all leads, and lifts other incidentals. as per the direction of Engineer-in-Charge.
Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete including carriage of materials within all leads, and lifts other incidentals. as per the direction of 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 throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete including carriage of materials within all leads, and lifts other incidentals. as per the direction of Engineer-in-Charge.
Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete/stone/plastered wall surfaces to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty a required including carriage of materials within all leads, and lifts other incidentals as per the direction of Engineer-in-Charge.
Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease,dirt and other forein matter sand papering and knotting ready mixed paint with wood priming pink of approved brand and manufacture (Nerolac/Asian Shalimar) conforming to IS: 3536-1966 brushing including carriage of materials within all leads, and lifts other incidentals as per the direction of Engineer-in-Charge.
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 & stoping With white enamel other than white including carriage of materials within all leads, and lifts other incidentals as per the direction of Engineer-in-Charge.
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 enamel white paint including carriage of materials within all leads, and lifts other incidentals as per the direction of Engineer-in-Charge.
6mm (Six millimeter) cement plaster to ceiling in cement mortar 1:3 (one Cement : three Sand) as per the directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other ncidentals.
Providing plinth protection 50mm (fifty millimetre) thick in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Graded stone aggregated 20mm (twenty millimetre) nominal size) as per the directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other ncidentals.
Providing under layer for plinth protection of 75mm (Seventy Five millimetre) thick (unconsolidated) bed dry brick/stone aggregated 40mm (Forty millimetre) nominal size well rammed and consolidated and grouted with fine sand including preparation of ground as per direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Constructing course rubble dressed "U" shape open surface drain with side wall 15X22cm (fifteen into twenty two) in cement mortor 1:6 (one cement: six sand) and in side plstring with cement plaster 1:3 (one cement : three sand ) including earth work and laying 10cm (Ten Centimetre) cement concrete 1:5:10 (one cement :five sand:ten graded stone aggregate 40mm (Forty millimetre) nominal size) and 7.5cm (seven point five centimetre) cement concrete 1:2:4(one cement :two sand ;four graded stone aggregate 20mm (Twenty millimetre) nominal size) and finishing with a floating coat of neat cement and curing complete as per standard design as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.
Naresh Kumar
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