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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC | ₹3.6 Cr | L1 | Accepted-AOC Awarded |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
9 Jun 2020, 2:00 pmClosed
Chief Engineer (MI),Irrigation,Assam
O/o Chief Engineer (I),Irrigation,Assam, Ghy-03
Procurement and laying of D.I. pipe ch.0-1450M, E_W for Pipe Irrigation network ch.0 to 750M, Constn of pedestal support for Pipe Irrigation network, Constn of brick canal Head regulator, Constn of Branch Brick canal of 2Cusec, Constn of Grade IV Q
2020_ID_17692_1
02 _SOPD_2020_21 Dt. 19.05.2020
Open Tender
Civil Works
Item Rate
180 days
Mangaldai
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,000
Yes
EE, Mangaldai Division(I), Mangaldai
₹8.0 L
Yes
23 Jul 2020
22 May 2020
9 Jun 2020
22 May 2020
9 Jun 2020
23 May 2020
Amount
PROCUREMENT & LAYING OF HUME PIPE FROM CH.00 M TO CH. 1450.00 M
Item No.1:-Providing and supplying Ductile Iron pipe (Class K-7), ISI marked spigot and socket pipe with internal cement mortar lining and external zinc coating with finishing layer of bitumen (Conforming to IS 8329:2000), 1 no EPDM Gasket per pipe (conforming to IS 5382:1985) including all taxes & duties, landed at site in Assam.
Item no.2:-Laying, jointing, testing and commisioning of DI Pipe (Conforming to IS 8329:2000) along with DI fittings etc. complete including supplying of all materials / labours / equipments etc. and as per instructions of the Project Incharge / Standard Technical Specification. (The rate is for all leads and lifts).
Supplying of DI fittings including supplying of all materials / labours / equipments etc. and as per instructions of the Project Incharge / Standard Technical Specification. (The rate is for all leads and lifts).
ESTIMATE FOR EARTHWORK IN FILLING IN EXISTING CC LINED CANAL FROM CH. 0.00 M TO CH. 750 M for pipeline support
Item No.1:-Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 km including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungles, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift , complete as directed.(Pyments will be made after deduction of 12.50% shrinkage from the gross quantity).
CONSTRUCTION OF PEDESTAL SUPPORT FOR PIPE IRIGATION NETWORK
Item No.1:-Labour cost for dismantling of old CC canal lining/Brick work and carriage of the materials and depositing the same in a safe distance as directed. Carriage up to lead of 30 M and lift upto 1.5 M.
Item no.2:-Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed.
Item No.3:-Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
Item No.4:-CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out of water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Item No.5:-Supplying fitting fixing and laying reinforcement in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.
Item No.6:-Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).
Item no.7:-RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
BRICK CANAL REGULATOR (STEEL GATE PORTION)
Item no.1:-Supply, fabricaton and installation of M.S shutter made from 6 mm M.s plate with vetical stiffners and horizontal girder ofs of ISMC 100/ISMC 125/ISMC 150/ISA 7575 as per original drawing confirming to following specifications along with peripherial frame with good workmenship. the job provides for necessary drilled holes of 8 mm dia of uniform interval for MS flat & 125 mm ruber seal ,40 mm /50 mm /63mm dia MS screw shaft , MS bracket and CI coller for sliding provision as per dawing and as directed by the department and subsequent installation of the same in the guide channel pairs in accurate allighnment and ballancing with appropiate mechanism as per design & site condition. A) ISA 7575 B) ISMC 100/125/150
Item no.2:-Supply fitting and fixing of best quality moulded J type rubber seal as per IS: 11855:1986 of following sizes duly bolted to the shutter as per line hole sizes of the shutter with the help of MS flat of 25 mm x 6 mm size a) 125 mm b)75 mm
Item No.3:Supply fitting and fixing of guide roller bracket made from10 mm MS plate to the holding plate in the shutter as per prevailing status with the help of confirming to drilll hole for 13 mm bolts in tight fit as per drawing & desired.
Item No.4:Supply , fabrication of bottom seal channel at the crest level of the weir conforming to ISMC 150 with necessary anchoring with MS rod and CC embedment (M15) as desired. The job includes dismantaling/cutting/ cleaning of all materials of all sizes and grades, prior to the job and subsequent curing and removel of all forms from the site directed by the departmrnt.
Item No.5:Supplying fitting and fixing of CI "V " groves pully of following sizes into the MS pully stand on the plate form top with the necessary MS pin with clearence fit as desired. A) 200 mm φ b) 250 mm φ
Item No.6:Supplying and providing lock plate 200mm x 200 mm x 6 mm in two halves with semi circular inner cutting projecting into the circular groves of the CI Boss and locking them with the help of separator assembly onto the bearing plate as directed as directed with locking MS strip on the top for i) 50 mm screw shaft
Item No.7: Supply and fitting of CI boss 125mm φ x 150mm (H) having 2 TPI inner square threded for 40 mm /50mm/63mm diameter screw shaft in accurate meshing , provided with peripherial circular groves for locking plate assembly and bottom recess for holdind of thrust bearing complete with hand wheel made of 25 mm GI pipe as directed
Item No.8:Providing steel wire rope of 16 mm φ , cross lay, as per IS 2266:2002 passing over the double pullyes for hanging counter weights with the help of suitable hanger & galvinised U bolt of required sizes at one end and fastening the other end at the shutter hook as directed with proper static balancing of the system.
Item No.9:Providing CC counter weight with handle of approx 2 x 50 kg on the specified MS hanger and properly tagged as directed
ESTIMATE FOR CONSTRUCTION OF CANAL HEAD REGULATOR ( EXCLUDING STEEL GATE PORTION)
Item No.1/1.1:-Earth work in excavation for foundation trenches of walls, retaining walls, footings of columns, steps and septic tank etc. including refilling (return filling) the quantity as necessary after completing of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts up to 2M as directed and specified in the following classification of soils including bailing out water where necessary up to depth below the existing ground level as mentioned in the approved drawing and as directed and specified A) (Up to a depth of 2m below the existing ground level) In ordinary soil. footing = 1 x 1.2 x 1.2 x 0.8
Item No.2/4.1.1:-Providing soling in foundation and under floor at all levels including all cost of labour and materials complete. (a) Brick flat soling Footing = 1 x 1.2 x 1.2
Item No.3/2.1.1 :-Providing and laying PCC work in foundation in prop 1:3:6 complete as directed. Footing = 1 x 1.2 x 1.2 x 0.1
Item No. 4/18.1.1:- Supplying, fitting, and fixing reinforcement bars conforming to I.S. for R.C.C. work/ including straightening, cutting, and bending to proper shapes and length upto 1st floor level. (b) TMT Bar (i) TATA/SAIL 12mm dia TMT Jali = 8 x 2 x 1.2 x0.89 Post = 4 x 2.5 x 0.89
(c) ISI approved 6 mm dia Stirrup @150mm C/C Post = 15 x 4 x 1.3 x 0.22
Item No. 5/3.1.1:-Providing from work of ordinary timber planking so as give a rough finish a)In sub structure up to plinth i)Foundation footing, bases of column, tie and the like up to plinth level (ii) Using 25mm thick plank Col. Base = 4 x 0.6 x 1.0
Column pillars, post and struts (a) Square, rectangular, polygonal in plan or any shape like Tee/L etc having plan vertical face (ii) Using 25mm thick plank Post = 4 x 1.6 x 1.0
Item No. 6/2.2.1:-Providing and laying plain/reinforced cement concrete work in prop 1:2:4 (1 cement:2 coarse sand : 4 graded stone ) agg. including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (a) In sub- structure up to plinth level. (i)Foundation footing columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. footing = 1 x 1.2 x 1.2 x0.2 Below plinth = 1 x 4 x 0.2 x 0.2 x 0.4
(B)In super structure from plinth level up to 1st floor level. (ii)Columns, pillars post struts suspended floor, roof landing shelf and support balcony, lintel, sill band, beam, girder, bressumers, cantilever, staircase including preparing of top surfaces and furnishing and nosing. Above plinth = 4 x 0.2 x 0.2 x 1.6
Item No.11/6.2.3:-20mm thick cement plaster in two coat, backing coat 15mm and finishing coat 5mm thick on rough side of single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles etc. ( b) in cement mortar 1: 4 post = 1.6 x 0.8
Construction of branch brick canal (2 Cusec)
Item No.1:Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. A) In ordinary soil
Item No.2:Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
Item No.3:CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary, complete as directed. (Shuttering, scaffoldingnecessary timber shuttering, scaffolding etc. where cost will be paid separately).
Item No.4: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4
Item No.5: 12 mm cement plastering including clearing surface and curing, complete as directed. In proportion 1:4
Item No.6:'Providing 50 mm wide expansion joints with bituminous compound mixed with 'coarse sand for canal work at an interval of 10 M apart including laying, fitting 'the compound in proper position, etc, complete as directed.
FOOT STEP FROM CONTROL ROOM TO BARGE BOAT
Item No.1: Earthwork in backfilling of structures, obtained from outside borrow pits filing in 15 cm layers, ramming, dressing, watering including paying compensation of land if any. (with Lead up to 30 M and lift 1.5M).
Item No.2: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
Item No.3: CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary, timber shuttering, scaffolding etc. where necessary complete as directed( Shuttering scaffoldin cost will be paid separately)
Item No.4: Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).
BRICK CANAL ROOF SLAB (25 nos)
Item No.1: Supplying fitting fixing and laying reinforcement in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.
Item No.2: Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).
Item No.3: RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
INTAKE TANK (2 Nos)
Item No.1: Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and classification of soils, including bailing out of water specified in following where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.
Item No.2: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
Item No.3: CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out of water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Item No.4: Supplying fitting fixing and laying reinforcement in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.
Item No.5: Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).
Item No.6: RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Item No.7: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Item No.8: River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.
GRADE IV QUARTER (2 units)
Item No.1: Earth work in excavation for foundation trenches of walls, retaining walls, footings of columns, steps and septic tank etc. including refilling (return filling) the quantity as necessary after completing of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts up to 2M as directed and specified in the following classification of soils including bailing out water where necessary up to depth below the existing ground level as mentioned in the approved drawing and as directed and specified.
Item No.2: Providing soling in foundation and under floor at all levels including all cost of labour and materials complete.
Item No.3: Providing and laying PCC work in foundation in prop 1:3:6 complete as directed.
Item No.4: Supplying, fitting, and fixing reinforcement bars conforming to I.S. for R.C.C. work/ including straightening, cutting, and bending to proper shapes and length upto 1st floor level. (a) TMT Bar
(b) ISI approved 6 mm dia Stirrup @150mm C/C
Item No.5: Providing from work of ordinary timber planking so as give a rough finish a) In sub structure up to plinth i)Foundation footing, bases of column, tie and the like up to plinth level Using 25mm thick plank a) Col. Base
b) Tie beam
c) Column pillars, post and struts
d) Sides and soffits of beam, beam haunching cantilever girder, bressumers, lintels and horizontal ties (a) for depth not exceeding 1.0m
Item No.6:Providing and laying plain/reinforced cement concrete work in prop 1:2:4 (1 cement:2 coarse sand : 4 graded stone ) agg. including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work. (a) In sub- structure up to plinth level.
(b)In super structure from plinth level up to 1st floor level.
Item No.7:Brick work in cement mortar with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed in sub-structure up to plinth level
Item No.8:Providing and laying 25mm thick damp proof course with cement concrete in prop.1:1:5:3 with graded stone agg. Of 10mm down nominal size including providing approved damp proof admixture in prop. As recommended by the manufacture including curing etc. complete as directed.
Item No.9:Earth/ Sand filling in plinth in layers not more than 15cm thick including necessary, carriage, watering ramming etc. complete as directed and specified including payment of land compensation forest royalty, sales tax and other duties and taxes as may be necessary. c) With river sand or silt by truck carriage including loading and unloading.
Item No.10:112mm thick 1st class brick nogged wall in cement mortar including racking cut joints and cutting complete as directed in super structure above plinth level up to 1st floor level.(Protruding M.S. rod/ Tor steel of column to be embedded in cement mortar and will be measured and paid separately)
Item No.11:20mm thick cement plaster in two coat, backing coat 15mm and finishing coat 5mm thick on rough side of single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles etc.
Item No.12:65mm thick CC floor of 53mm under layer of CC in prop. 1:3:6 and 12mm thick wearing course of cement and plastering in prop. 1:2 laid in panels and finished with a floating coat of neat cement finish
Item No.13:Cement plaster skirting with cement mortar in prop. 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor.
Item No.14:Providing dressed woodwork in frame (chowkhat) of doors windows, clearstory windows and other similar works complete as directed.(B) 1st class local wood.
Item No.15:Providing dressed woodwork in post,wall battens, post plate, bressumers etc including supply and fixing of spikes etc. complete as directed.(C) Bonsum
Item No.16:Providing GCI sheet roofing of TATA Shaktee/ SAIL including fitting and fixing J or L hooks bolts and nuts with bitumen washer 25mm dia limpet washer 1.60mm thick excluding cost of roof truss purlin etc.
Item No.17:Providing galvd. Iron ridging of TATA Shaktee/ SAIL including supplying and fixing necessary galvd. Screws washers etc. complete as directed.
Item No.18:Providing wood work in frame of false ceiling partition etc. sawn wrought framed hoisted and fixed in position with spikes nails M.S. flat angles cleats with bolt and nuts complete including kiricide oiling two coats to unexposed surface of timber (MS flat, angle, cleats, bolts and nuts etc. shall be measured and paid separately)
Item No.19:Providing fitting and fixing A.C. building board in ceiling with necessary nails wood screws including 1st class local wood 50mm x 12mm (Hillock/Bonsum/ Sundi) beading including painting two coats to timber beads complete as directed (Ceiling joist to be measured and paid separately)
Item No.20:Providing barge board of size 200mm x 20mm with 1st class local Hollock/Bonsum timber including fitting and fixing with necessary wood screws etc. complete
Item No.21:Providing fitting and fixing 1st class local wood batten and braced doors and windows of Bonsum and Hollock.
Item No.22:Providing fitting and fixing fully glazed windows including making of sash bars etc complete.
Item No.23:Applying one coat of distemper primer of approved brand and manufacture on wall surface after thoroughly brushing the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth
Item No.24:Distempering with dry distemper of approved brand and manufacture on wall surface after thoroughly brushing the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth
Item No.25:Applying priming coat over new wood or wood based surface over 100mm in girth/ width after and including preparing the surface by thoroughly clearing oil dirt and other foreign matter, (a)With ready mixed wood primer
Item No.26:Painting two coat over new wood and wood based surface over 100mm in girth/ width after and including preparing the surface by thoroughly clearing oil dirt and other foreign matter, (a) General purpose Asian paint.
Item No.27: Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantities. complete as directed and specified, including forest royalty within a distance of 8.00Km. (Forest royalty shall be reimbursed on production of necessary certificate from the forest authority duly countersigned by D.F.O. concerned).
Item No.28:Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mm x50mm mesh fitted to M.S angle iron post at 2000mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top,middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer painting to M.S angle iron post in P.C.C base etc. with following. a) Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 1800mm only duly slotted and bottom torqued with two numbers as stay posts.. b). Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 1800mm only duly slotted and bottom torqued and splayed. c).Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 1800mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm (P.C.C. work shall be measured and paid separately).
Item No.29:Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).
Item no.30:- Electrification with supplying of all materials complete as directed.
Item no.31:-Sanitary fittings with supplying of all materials complete as directed.
CONSTRUCTION OF INSPECTION BUNGLOW
Item No.1:Earth work in excavation for foundation trenches of walls, retaining walls, footings of columns, steps and septic tank etc. including refilling (return filling) the quantity as necessary after completing of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts up to 2M as directed and specified in the following classification of soils including bailing out water where necessary up to depth below the existing ground level as mentioned in the approved drawing and as directed and specified.
Item No.2:Providing soling in foundation and under floor at all levels including all cost of labour and materials complete.
Item No.3:Providing and laying PCC work in foundation in prop 1:3:6 complete as directed.
Item No.4:Supplying, fitting, and fixing reinforcement bars conforming to I.S. for R.C.C. work/ including straightening, cutting, and bending to proper shapes and length upto 1st floor level a) TMT Bar
(b) ISI approved 6 mm dia Stirrup @150mm C/C
Item No.5:Providing from work of ordinary timber planking so as give a rough finish a)In sub structure up to plinth i)Foundation footing, bases of column, tie and the like up to plinth level
b) Sides of the beam, plinth beam, grade beam etc at or below plinth level
c) Column pillars, post and struts
d) Sides and soffits of beam, beam haunching cantilever girder, bressumers, lintels and horizontal ties (a) for depth not exceeding 1.0m
Item No.6:Providing and laying plain/reinforced cement concrete work in prop 1:2:4 (1 cement:2 coarse sand : 4 graded stone ) agg. including dewatering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (a) In sub- structure up to plinth level.
b) In super structure from plinth level up to 1st floor level.
Item No.7:Brick work in cement mortar with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed in sub-structure up to plinth level.
Item No.8:Providing and laying 25mm thick damp proof course with cement concrete in prop.1:1:5:3 with graded stone agg. Of 10mm down nominal size including providing approved damp proof admixture in prop. As recommended by the manufacture including curing etc. complete as directed.
Item No.9:Earth/ Sand filling in plinth in layers not more than 15cm thick including necessary, carriage, watering ramming etc. complete as directed and specified including payment of land compensation forest royalty, sales tax and other duties and taxes as may be necessary.
Item No.10:112mm thick 1st class brick nogged wall in cement mortar including racking cut joints and cutting complete as directed in super structure above plinth level up to 1st floor level.(Protruding M.S. rod/ Tor steel of column to be embedded in cement mortar and will be measured and paid separately)
Item No.11:20mm thick cement plaster in two coat, backing coat 15mm and finishing coat 5mm thick on rough side of single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles etc
Item No.12:65mm thick CC floor of 53mm under layer of CC in prop. 1:3:6 and 12mm thick wearing course of cement and plastering in prop. 1:2 laid in panels and finished with a floating coat of neat cement finish
Item No.13:Cement plaster skirting with cement mortar in prop. 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor.
Item No.14:Providing dressed woodwork in frame (chowkhat) of doors, windows, clearstory windows and other similar works complete as directed.
Item No.15:Providing dressed woodwork in post,wall battens, post plate, bressumers etc including supply and fixing of spikes etc. complete as directed.
Item No.16:Providing GCI sheet roofing of TATA Shaktee/ SAIL including fitting and fixing J or L hooks bolts and nuts with bitumen washer 25mm dia limpet washer 1.60mm thick excluding cost of roof truss purlin etc.
Item No.17:Providing galvd. Iron ridging of TATA Shaktee/ SAIL including supplying and fixing necessary galvd. Screws washers etc. complete as directed.
Item No.18:Providing wood work in frame of false ceiling partition etc. sawn wrought framed hoisted and fixed in position with spikes nails M.S. flat angles cleats with bolt and nuts complete including kiricide oiling two coats to unexposed surface of timber (MS flat, angle, cleats, bolts and nuts etc. shall be measured and paid separately)
Item No.19:Providing fitting and fixing A.C. building board in ceiling with necessary nails wood screws including 1st class local wood 50mm x 12mm (Hillock/Bonsum/ Sundi) beading including painting two coats to timber beads complete as directed (Ceiling joist to be measured and paid separately)
Item No.20:Providing barge board of size 200mm x 20mm with 1st class local Hollock/Bonsum timber including fitting and fixing with necessary wood screws etc. complete
Item No.21:Providing fitting and fixing 1st class local wood batten and braced doors and windows of Bonsum and Hollock
Item No.22:Providing fitting and fixing fully glazed windows including making of sash bars etc complete.
Item No.23:Applying one coat of distemper primer of approved brand and manufacture on wall surface after thoroughly brushing the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth
Item No.24:Distempering with dry distemper of approved brand and manufacture on wall surface after thoroughly brushing the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth
Item No.25:Applying priming coat over new wood or wood based surface over 100mm in girth/ width after and including preparing the surface by thoroughly clearing oil dirt and other foreign matter, (a)With ready mixed wood primer
Item No.26:Painting two coat over new wood and wood based surface over 100mm in girth/ width after and including preparing the surface by thoroughly clearing oil dirt and other foreign matter,
Item No.27: Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantities. complete as directed and specified, including forest royalty within a distance of 8.00Km. (Forest royalty shall be reimbursed on production of necessary certificate from the forest authority duly countersigned by D.F.O. concerned).
Item No.28:Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mm x50mm mesh fitted to M.S angle iron post at 2000mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top,middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer painting to M.S angle iron post in P.C.C base etc. with following. a) Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 1800mm only duly slotted and bottom torqued with two numbers as stay posts.. b). Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 1800mm only duly slotted and bottom torqued and splayed. c).Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 1800mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm (P.C.C. work shall be measured and paid separately).
Item No.29:Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos. ( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).
Item no.30:- Electrification with supplying of all materials complete as directed.
Item no.31:-Sanitary fittings with supplying of all materials complete as directed.
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