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| 1 | Odex: Providing installation and commissioning of 150x150 mm dia DTW by Odex boring within the jurisdiction of different PHE divisions including including preparation of site for placing of drilling rig, air compressor, transportation of rig and ancillary equipments. Construction of temporary accommodation and low cost sanitary facility for drilling staff and providing water supply facilities at drilling site. Drilling of bore well by using drilling rig having ODEX system Extraction of drilling pipes/bits against skin friction at the end of each day and after completion of the operation including washing of the bore hole all complete as directed and lowering / sinking of well assembly including welding of pipe joints. Developing of the D.T.W. with air compressor, Make- Kirloskar / Cumins all complete as directed by the department. |
| 2 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.2/Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 3 | Providing, installation and commissioning Solar submersible pump and Centrifugal pump(with different heads) with Power unit (Solar Modules), Controller, Module mounting Structure, Tracking (Manual Sun tracking system), 3 core cable, earthing, lighting protection, Civil work (excavation and installation of base for panels), miscellaneous accessories, Solar module cleaning system, all items conforming to relevant IS/IEC standards with warranty of 5 years and transporation to Guwahati, Assam for the following capacity as directed by department |
| 4 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I) Ordinary soilUpto 3 m depth |
| 5 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.(a).Brick on flat soling. |
| 6 | Plain cement concrete work with course agg. of size 13 mm to 32 mm in foundation bed for footing steps waas, brick work, etc. as directed and specified including curing complete (shettering where necessry will be paid and measured seperately. In Prop. 1.3:6 |
| 7 | Supplying, fittin& and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. wallfng including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.(No extra measurerment for lap, hook, chair, anchor etc. will be entertained in the measurement as they are includded in the rate) upto 1st floor.Super Ductile (SD) TMT Reinforcement bars |
| 8 | Mild steel and Medium Tensile steel bars |
| 9 | Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.(b) Using 25mm thick plank |
| 10 | Columns, Pillars, Posts & Strut(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face(i) Using 38mm thick plank |
| 11 | Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like.(i) Using 38mm thick plank |
| 12 | Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.(a) Floors etc. upto 200mm in thickness.(i) Using 38mm thick plank |
| 13 | Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine(A) In substructure up to plinth levelFoundation, 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.N) Without using admixture, plasticisera) M30 grade concrete |
| 14 | (B) In super structure from plinth level up to 1st floor level. i) Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc. P) Using admixture, plasticiser etc for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required.d) M30 grade concrete |
| 15 | ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.d) M30 grade concrete |
| 16 | N) Without using admixture, plasticisera) M15 grade concrete or Prop. 1:2:4 |
| 17 | Extra for providing and mixing waterproofing Plastisizer Plastocrete Plus of Sika India Ltd /Dr. Sealkit LW Super (Asian Chemicals)/ RHEOMAC 730 of BASF @ 200gms per bag of cement in concrete for waterproofing as specified and directed by the Department complete at all levels.A In concrete of proportion:(ii) 1 : 1.5 : 3 (1cement : 1.5coarse sand : 3aggregate) or M-20 grade. |
| 18 | Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (b) In proportion 1:4. |
| 19 | Providing dressed wood work in post, walls,battens, post plate bressumers etc. includingsupplying and fixing with spikes, nails,bolt and nuts of 12mm dia(M.S) and required length etc.complete with kiricide oiling two coats to faces in contact with C.C or masonry (M.S flats, angle cleats and bolt and nuts required for flats,angle cleats wherever use shall be measured and paid separately) (e) With 2nd class treated timber |
| 20 | (a) Providing fitting and fixing 1st class local wood battened, ledged and braced door and window shutters including oxidised iron butt hinges (100mmx 58mmx1.90mm) 6 nos with necessay screws. |
| 21 | On Rough side |
| 22 | in prop 1:4 Outside |
| 23 | Extra over item no 6.2.1 to 6.2.3 for providing and mixing water proofing materials in cement mortar in prop as recommended by the manufacturer including curing complete as directed.ii) 15 mm thick plaster |
| 24 | a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. |
| 25 | Finishing old/ new wall with water proofing weather coat smooth anti-fungal exterior painting of Apex brand of Asian Paints and of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats) |
| 26 | c) Applying one coat of distemper primer of approved brand and manufacture on wall surface after throughly brushing the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. |
| 27 | g) Distempering with dry distemper of approved brand and manufacture (twocoats) and of required shade on new wall surface to give an even shade,after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth. |
| 28 | Labour charge for carrying providing and fixing full way of wheel valve of approved quantity with supplying meterials as directed 65mm dia |
| 29 | Making provision for Ladder arrangement |
| 30 | CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING(d) 100mm |
| 31 | Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed 100 mm dia |
| 32 | Supplying, laying of HDPE Pipe /DUCT IS 4984: 2016 (with upto date amendtment ) wti necessrt joiting materails like mechanical connector pf joiting pipes by heating the ends of pipes with help of teflon coated electric mirror / heater to the required temperature and then pressing theends together against eafh other to forn a monolotic and leak proof joit .... HDPE fitting should be ISI marked conforming to relwcent BIS code. |
| 33 | Overflow & Backwash pipe63mm dia HDPE Pipe |
| 34 | Water waste pipe63mm dia HDPE Pipe |
| 35 | Lowering, Laying and Joiting HDPE /MDPE pripes in proper possition inc;uding all specials by compression fitting/ electrofusion and butt fusion joiting procedure as per relevent ISI Cose complte with all materials. |
| 36 | Providing, fitting and fixing steel windows/ ventilators (openable) of standard rolled steel sections as per relevant I.S. Code-1038 joints mitred and welded with 15mmx3mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device and steel handles, peg stays of 300mm long etc. complete as per drawing including applying a priming coat of red-lead paint. |
| 37 | Providing Solar Power operated Aviation Warning Lamp with auto switiching on/off devices at roof of the reserviour inclufing supplying fitting fixing of all acessories all complete as directed and specified. |
| 38 | MJP Samd & Gravel |
| 39 | Supplying and fitting lightning arrester system at roof of the reservor including conductormstrip and 2 nos plate earth station etc. as directed |
| 40 | Sintex make tripple Wall Water Storage Tank of 5000 Ltrs capacity as per Code No . TLWS 750-01 TLW |
| 41 | RWPM and CWPM G.I pipes 50 mm dia |
| 42 | Providing Laying Jointing & field testing of IIDPE pipes (High Density Polyethylene Pipes PE 100) confirming to IS 4984/2016 (with up to date amendment) with necessary jointing material like mechanical connector of jointing pipes by heating the ends of pipes with the help of teflon coated electric mirror /heater to the required temperture and then pressing the ends together aginst each other to form a monolithe & leak proof joint by thermosetting process. It may be required to be done with Jack / Hydraulic Jacks/Butt fusion machin (50 mm& above fusion jointed & below 50 mm mechanical jointed) The HDPE fitting should be ISI marked conforming to relevant BIS code.125 mm dia HDPE PN 6 |
| 43 | 110 mm dia HDPE PN 6 |
| 44 | 90 mm dia HDPE |
| 45 | 75 mm dia HDPE PN 6 |
| 46 | 63 mm dia HDPE PN 6 |
| 47 | 6.3.15/CI D/F SLUICE VALVE WITH CAP / WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING (a) 80 mm |
| 48 | (b) 100 mm dia |
| 49 | © 125 mm dia |
| 50 | Labour charge for carring, placing in position, fitting and fixing CI sluice valve (with wheel&cap) C.I reflex valve complete with supplying bolts nuts,3mm thick rbber insertion sheet etc(the tail pieces if required with be paid separetly) all complete as directed (one valeve and two flanged joints) (a) 80 mm dia |
| 51 | (b) 100 mm dia |
| 52 | © 125 mm dia |
| 53 | Construction masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with C.I surface box 100mm top diameter, 160mm bottom dameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 4 coarse sand: 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floating coat of neat cement complete as pere standard design. With common burnt clay F.P.S (non modular) bricks of class designatin 7.5 |
| 54 | G.I Pipes (Medium Class) (a) 80 mm dia |
| 55 | (b) 100 mm dia |
| 56 | © 125 mm de |
| 57 | 10.5.1/ Labour cjarge for making bore hole horizontally acress road or embankment for crossing distribution pipeline including fitting fixing of G.I casing pipe of required dia excluding the cost of pipe all completed by the deptt. (a) 100 mm dia |
| 58 | (b) 125 mm dia |
| 59 | © 150 mm de |
| 60 | C.P brass bibcock 15 mm |
| 61 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 62 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 63 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level |
| 64 | Centering and shutering including strutting propping etc and remival of form work for foundations footing bascs for columns |
| 65 | Centering and shutering including strutting propping etc and remival of form work for Columns pires abutments pillars posts and struts |
| 66 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, ortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishingand reinforcement as per direction of the engineer-in-charge; for efollowing grades of concrete.(1) Using Mixer Machine (A) In substructure up to plinth level (1) Using Mixer Machine (A) In substructure up to plinth level |
| 67 | All works upto plinth levelConcrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 68 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : Cement mortar 1:4 (1 cement : 4 Coarse sand ) |
| 69 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3(1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18mm thick (deduction doors and windows area) |
| 70 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface water thinnable cement primer |
| 71 | Finishing wall with 100% Premium acrylic emulsion paint having VOC less than 50 gm /Liter and UV resistance as per IS 15489 : 2004 Alkali & fungal resistance dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 liter/10 spm over and including priming coatof exterior primer applied @ 0.90 litre/10 sqm |
| 72 | Distempering with 1st quality acrylic distemper having VOC (volatile Organic Compound ) content less than 50 grams /Litre of approved brand and manufacture including applying additional coats wherever required to achive even dhade and colour 2 coats |
| 73 | Supplying fitting and fixing double leaf heavyduty iron gate fram made from 50mm x 6mm M.S flat iron with another horizontal flat 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20mm dia M.S bars at 200mm apart fom bottom flat to middle flat including drilling welding and etc complete. All vertical bars are to be protruded at least 100mm abiove the middle and top flat is to be flattended and pointed as dorected. necessary locking arrangement on both face M.S bars and flat of same size 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) |
| 74 | Manufacturing, supplying and fixing retro reflective onerhead signage boards made up of 2 mm thick aluminium sheet face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer in charge letters borders etc as per IRC 67-2001 in silver white with blue colour back ground and with high intensity grade pasted on substrate by pressure sensitive adhesive backing wich shall be activeted by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structure fram work by means of suitable size aluminium alloys rivets or bolts &nutss @ 300mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the coat of rounding off the corners lowering down the structural dram workfrom the gaatry fixing and erecting the same in position all complete as per drawings specification and directyion of the engineerin charge (Structural fram work including M.S plate to be provided separately rectabgular of the sheet only shall be measured for payment) Overhead informatory road signage size (2.5x1.2)m |
| 75 | Making soak pit 2.5m diameter deep with 45 x 45 cm dry brick honey comb shaft with brick and S.W drain pipe 100mm diameter 1.8m long complete as per standed design With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 76 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admmixtures in recommended proportions as per IS 9130 to acclerate/retard setting of concerete to improve durability and workability without impaiting strength including pimping of concerete to site of laying curing carriage for all leads but excluding the coats of centering shuttering and finishing as per direction of the engineer in charge for the following grade of concerete 4.20.1.1 concorate of M10 grade with minimum cement content of 220 kg/cum Please Enable Macros to View BoQ information |
