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| 1 | CONSTRUCTION OF A NEW STORE SHED FOR STACKING DIESEL ENGINES AND OTHER DIFFERENT MS / ERW MATERIALS & AN ON DUTY SHED FOR SECURITY STAFF & OTHERS MISCELLENEOUS WORKS AT GHATAL SUB-DIVISIONAL STORE, BAKULTALA UNDER GHATAL (AGRI-MECHANICAL) SUB-DIVISION WITHIN MIDNAPORE(AGRI-MECHANICAL) DIVISION UNDER NON-PLAN PROGRAMME (2025-26). Please Enable Macros to View BoQ information |
| 2 | CONSTRUCTION OF A NEW STORE SHED FOR STACKING DIESEL ENGINES AND OTHER DIFFERENT MS / ERW MATERIALS & AN ON DUTY SHED FOR SECURITY STAFF & OTHERS MISCELLENEOUS WORKS AT GHATAL SUB-DIVISIONAL STORE, BAKULTALA UNDER GHATAL (AGRI-MECHANICAL) SUB-DIVISION WITHIN MIDNAPORE(AGRI-MECHANICAL) DIVISION UNDER NON-PLAN PROGRAMME (2025-26). |
| 3 | (A) - Constructional WorksCleaning compound premises of shrubs, plants, jungles etc by cutting and removing as directed by EIC.( measurement made on cleared area) |
| 4 | Engagement of daily rated labour for shifting / reallocation of materials and cleaning the premesis after completion of the work.i) for unskilled labour |
| 5 | Earthwork in excavation of foundation trenches or drains in all sorts of soil including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils with in a lead of 75 m. as directed trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete. Depth of excavation not exceeding 1.5 metre (not required shoring) |
| 6 | Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.) |
| 7 | Sand filling in foundation or plinth in layers not exceeding 15 cm. as directed and consolidating the same by thorough saturation with water and ramming complete, including the cost of supply of sand.a) With local sand. |
| 8 | Single brick flat soling of picked Jhama bricks including ramming and dressingbed to proper level and filling joints with powdered earth or local sand. |
| 9 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.(d) With local hard blackstone variety chips (crusher broken) |
| 10 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth |
| 11 | Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete.(b) In superstructure ground floor |
| 12 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 13 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or straight including fittinhg, fixing and striking out after completion of works (Upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering.In ground floor : |
| 14 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.a) With local hard black stone varietychips(crusher broken) |
| 15 | Reinforcement for reinforced concrete work in all sorts of structure including distribution bars. Stirrups, binders etc. Including supplynof rods,initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 16guage. black annealed wire at every inter section complete as per drawing and direction.a) For works in foundation , Basement up to roof of ground floor/ up 4 mtr(i) For Tor steel / mild steel |
| 16 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course ,scaffolding and stagging where neccesary (ground floor)(excluding cost of chipping over the concrete surface)(i) with cement mortar.(1:6)(b) 15 mm thick plaster |
| 17 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete. (NB 0.152cum per 100sqm) |
| 18 | Artificial stone in floor, dado,staircase etc. with cement concrete (1:2:4) with stone chips laid in panels as directed topping made with ordinary or white cement (as neccesary) andmarble dust in proportion (1:2) including smooth finishing and rounding of corner including racking out joint or roughening of concrete surface and application of cement slurrybefore flooring works using cement @ 1.7 kg/ Sqm all complete including all materials and labour in ground floor . .(ii) 25mm thick. |
| 19 | Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (i) 100 mm. dia. NB ERW / GI / MS pipe |
| 20 | Supply of UPVC pipes ISI marked as per IS-4985© 140 mm dia (Cl-II) [ No CIPET test required] |
| 21 | Supply of UPVC fittings ISI marked as per IS-10124© 140 mm dia Tee [ No CIPET test required] |
| 22 | Supply of UPVC fittings ISI marked as per IS-10124© 140 mm dia End Cap [ No CIPET test required] |
| 23 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coat , i) Water based interior grade Acrylic Primer |
| 24 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) i) Standard Quality |
| 25 | Supply of G. I. pipes of TATA make including necessary sockets.(f) 50 mm dia. (i) Light quality[ i.e, 20% reduced rate of Rs. 325.00 per meter] for Non-TATA MakeN.B. The rates for supply of non TATA but I.S.I. marked G.I. pipes andfittings will be arrived at by reducing the corresponding rates for TATApipes and fittings by 20%. |
| 26 | Supplying fitting & fixing bolts with Nuts & Washers (i) 10 to 16 mm dia A) length upto 75 mm |
| 27 | Galvanised corrugated iron sheet work (excluding thesupporting frame work) fitted and fixed with 10 mm. dia J orL hook-bolts, limpet and bitumen washers and putty completewith 150 mm. end lap and one corrugation minimum side lap.(Payment to be made on area of finished work)(GCI sheet tobe supplied by contractor) (i) In Roof:- a) With 0.60 mm thick sheet |
| 28 | Patch/Doubling works complete with 5 .mm M.S. plate incuding welding, gas cutting,. fitting, fixing complete.(b) Gas cutting of required size of 5 mm thick M.S plate N.S.c channel etc including labour charges hire charges for all tools and plants. |
| 29 | Patch/Doubling works complete with 5 .mm M.S. plate incuding welding, gas cutting,. fitting, fixing complete.( c ) Electric welding charges of 5 mm M.S plate M.S. channels etc. and other member of the barge including hiring charges of all tools and plants. |
| 30 | Supplying, loading, unloading, spreading & consolidating of moorum including labour and others all necessary cost with carriage of that materials to the required site as per the direction of Engineer-in-Charge. Sub-Total Rs. Add GST @ 18% [ Except Sl. No.- 18 to 20 & 23 ] Sub-Total Rs. Labour welfare Cess @1% Grand Total Rs. Say Rs |
| 31 | Supplying, loading, unloading, spreading & consolidating of moorum including labour and others all necessary cost with carriage of that materials to the required site as per the direction of Engineer-in-Charge. Sub-Total Rs. Add GST @ 18% [ Except Sl. No.- 18 to 20 & 23 ] Sub-Total Rs. Labour welfare Cess @1% Grand Total Rs. Say Rs |
