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| 1 | Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (ii) 150 mm dia. boring etc. top enlargement0 to 28 mtr , p-50 e (ii) |
| 2 | Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (ii) 150 mm dia. boring etc. top enlargement 28 to 78 mtr , P-49 it 1 (d) |
| 3 | accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) 125 mm |
| 4 | Supplying ,Fitting & Fixing 4\" Submersible Pump set & Other Accessories ,Suitable forbore hole haiving following specification |
| 5 | Supplying ,Fitting and FixingKIOSK BOX with VFD ControlPanel Board (solar photovaltaic array pannel) with all necessary fittingsas per Standard and Approved Drawing which will Grouted Either Ground Bases by Construction of Foundation conceret or intigrated with with the staging steel structure of water tank |
| 6 | Supplying ,Fiiting & Fixing of MS Iron Clampwith nu,t bolt, washer etc. (LS Local Market Rs.) |
| 7 | p-13,i-19)ii)Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty)conforming to ASTMD 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) 32 mm dia (Column pipe) p-13 it 19 (ii) |
| 8 | Supplying ,Fitting & Fixing of CI Threaded adopter (32 mm dia ) ( as per local market price) |
| 9 | Supplying ,Fitting and Fixingof Tubewell Top Cover MS Plate and flange with nut ,bolt ,washer and making drilling hole in th MS Plate and complete in all respect as per Direction of EIC (Local MarketPrice ) |
| 10 | p-37,i-6)d)Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(d) 2000 litre capacity |
| 11 | Supplying ,fitting and fixing of MS Iron Clamp with nut ,bolt ,washer etc.(Local Market Rate) |
| 12 | p-13,i-19)iii)A)Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipes |
| 13 | Supply fitting, fixing PVC Pipes of approved make (Medium Duty ) Conforming to ASTMD-1785…complete in all respect including cost of all necessary fittings as required joining materials.a. For expose work – 25M.M. Dia(Item No- 19(I),Page No- 12) |
| 14 | Supplying, fitting, and fixing bibcock or stop cock PTMT (Polytetra bib cock/stop cock (Prayag or equivalent) . (Item No- 7(e), Page No – 6) |
| 15 | SPV Moudule (up to 1200 wp)Mono Crystalline silicon solar cells /Mono Perc ,SPV Water Pumping SystemShould be operated with a Pv Array Capacity of up to 1200 Watt Peak ,Measured under Standard test Condition (stc) ,Suuficeint Number of Module in Seriesand parallelcould be used to obtained the requiredpv array power output . the use of pv module with higher power out put is preffered .all Componant shall be as per the MNREGuideline (as per local market) |
| 16 | Supplying ,Fitting & Fixing Power Conditioning Unit ( As per Local MarketPrice ) |
| 17 | Supplying,Fitting and Fixing of PVC Seathed Industrial Cable for submersible pump ,motor within the tubewell and sollar panel board as per Direction of EIC |
| 18 | P-1,I-2)a): Earth Work in excavation of foundation…….. within a lead of 75m as directed. The itemincludes necessary trimming the side of trenches, levelling,dressing & ramming the bottom, bailing out water etc. as required complete,(a) Depth of excavation not exceeding 1500mm. |
| 19 | P-2, It-4(B)Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water,ramming complete including the cost ofsupply of sand.(payment to be made on measurement of finished quantity)Do- by Fine Sand (5th corrigenda, p-2 SL no - 4) |
| 20 | P-14,It-1 :-Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.(3rd Corrigenda , P-1,SL no- 1) |
| 21 | P-24, Item 4,Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes.(page 10, Slno- 27, 3rd corrigenda) |
| 22 | P-26, It-10)a):- Ordinary Cement concrete(mix 1:1.5:3)with graded stonechips(20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety (3rd corrigenda) |
| 23 | Page No. - 43,I-40/a/(i)II):-Reinforcement for reinforced concrete work in all sorts of structures including distribution bars,stirrups,binders etc initial straightening and removal of loose rust(if necessary), cutting to requisite length,hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a)For works in foundation,basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel (2nd corrigenda, SL no 1, P - 2) |
| 24 | Page –42,I-36)a) :- Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs,beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works(upto roof of ground floor. (a)25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-InCharge |
| 25 | p-189,i-i)b),c) & ii)c):-15 mm thick plaster (1:6) (out side wall) :-Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface] (3rd corigenda sl no 1,P -49 &50) |
| 26 | 10 mm thick plaster (1:4) (Ceiling) |
| 27 | Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concreteor cement grout as directed. P-86 it -4 3rd corri |
| 28 | Soak pit |
| 29 | Protective and Decorative Acrylic exterior emulsion paint ofapproved a) Normal Acrylic Emulsion quality, as per manufacturer\"s specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer Wall area |
| 30 | Page 1, P-99 of 315 Item- 1.i: M.S. structural works in columns, beams etc.with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected toone another with bracket, gussets, cleats asper design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS:816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. |
| 31 | Add 18.00 % for SGST AND CGST |
| 32 | Add 1.00% for Lab. Welfare Cess |
| 33 | Add contingency |
