Rajya Krishi Utpadan Mandi Parishad has published Premixing Around Godown A And B Type Shops Of Removal Of Encrochment Boundary Wall Drain Construction Of Driver Rest Room And C Type Shops In Covered Verandha In Vegetable Market Boe Between Road And Drain And Cc Road In Front Of Godowns And Interlo Pre. Submission Date for this Tender is 15-04-2020. RCC Road Tenders in Saharanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work:-Premixing Around Godown, A & B type shops of removel of encrochment Boundry wall, drain, CONSTRUCTION OF Driver Rest Room, C Type Shops in covered Verandha in vegetable market, B.O.E between road & drain, C.C road in front of Godowns, Interlocking tiles etc, R/M of Paledar Shed converted in to godown, Premixing work in front of A.P.F ( E-Name Office) & B Type Shops, pipe line, Replacement of old damage A.C sheet 02 No. 12x105 M & 01 No. 12x88 M of A.P.F, B.O.E, Cleaning old Septic Tank & Const. of 15 No. septic tank, Identification signs Board (1.00x0.60) etc At Mourdan Mandi Shamli. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth filling in plinth including carted earth from distance 5 km. from the site of work including watering ramming and dressing etc. in 20cm. Layers required for proper completion of the work as per direction of E/I. S.I. No. 253A | BI01010001010000000000000515BI0100001113 | 3204.4 | cum |
| 2 | 2 | WBM Grading-3 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18 | BI01010001010000000000000515BI0100001114 | 2118.9 | Cum |
| 3 | 3 | Providing & applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying at the rate of 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001115 | 15858.5 | Sqm |
| 4 | 4 | Providing & applying Tack coat with bitumen VG-10 grade using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 | BI01010001010000000000000515BI0100001116 | 16634.5 | Sqm |
| 5 | 5 | 20 mm thick Open-Grade premix carpet using Bituminous (penetration grade /modified bitumen) Binder Providing laying and rolling of open-graded premix carpet of 20 mm thikness composed of 13.2 mm to 5.6 mm aggregates using 80/100 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, by manual MORD Specification clause 508 | BI01010001010000000000000515BI0100001117 | 16634.5 | Sqm |
| 6 | 6 | Providing & laying seal coat by manual means with 80/100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification clause 510 | BI01010001010000000000000515BI0100001118 | 16634.5 | Sqm |
| 7 | 7 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the E/I within a distance of 60 metre (200 feet) S.I. No. 697 | BI01010001010000000000000515BI0100001119 | 10 | LS Hours |
| 8 | 8 | disposal of refuse Materials as directed by E/I within a distance 5 Km . S.I. No. 231 a | BI01010001010000000000000515BI0100001120 | 3450.5 | cum |
| 9 | 9 | Excavation in foundation in ordinary soil including lead upto 30 meter and lift upto 1.5 meter and including of excavated earth in to the trenches or in to the sapce of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed E/I (S.I. No. 251A) | BI01010001010000000000000515BI0100001121 | 754.96 | cum |
| 10 | 10 | Concrete with 4 cm. Gauge stone ballast fine sand nd cement in proportion of 12:6:1 in foundation and under floor and including supply of II material labour and T&P etc required for proper completion of the work. S.I. no 273 | BI01010001010000000000000515BI0100001122 | 68.44 | cum |
| 11 | 11 | M-150 Brick work in 1: 4 cement & coarse sand mortar in foundation plinth of wall one brick including supply of all materials labour tools & plants etc. required for completion of the work . S.I. No 305a | BI01010001010000000000000515BI0100001123 | 115.1 | cum |
| 12 | 12 | 12 M.M thick cement plaster 1:4 cement and coarse sand mortar over brick work icluding supply of all material labour and T&P etc. required for proper completion of the work .bellow plinth level outside S.I. No 584a | BI01010001010000000000000515BI0100001124 | 2054.35 | sqm |
| 13 | 13 | Finishing wall two coat weather coat water proof cement paint of approved make and quality to give an even shade including supply of all materials, labour T&P etc, required for proper complection of the work. S.I No. 662 item no.02 | BI01010001010000000000000515BI0100001125 | 2019.5 | sqm |
| 14 | 14 | M.S or Iron work in M.S Grill and stair case ralling including supply of all labour & materials etc. required for proper completion of work. S.I.No. 502 (a) | BI01010001010000000000000515BI0100001126 | 0.7 | qtl. |
| 15 | 15 | Painting or varnishing work in smal are3as or new wood work withone coat (upto one square metre) ready mixed priming paint and 2 coat of superior quality ready mixed paint or varnish including supply of all materials. Labour tools & plants etc required for proper completion of the work paint to be used should confirm the ISI no 641+642 | BI01010001010000000000000515BI0100001127 | 125.25 | sqm |
| 16 | 16 | Excavation in foundation in ordinary soil (loam, clay or sand ) including lift upto 1.50 M & lead upto 30 meter and including filling, watering and ramming of excavated earth in to the trenches or in to the space between the building & sides of the foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the E/I up to distance 30M from the foundation (S.I. No. 251a) | BI01010001010000000000000515BI0100001128 | 90.4 | Cum |
| 17 | 17 | M-150 Brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials labour tools & plants etc. required for completion of the work. (S.I. No. 305) | BI01010001010000000000000515BI0100001129 | 148.85 | Cum |
| 18 | 18 | Cement concrete with 2 cm gauge stone grit instead of 4 cm gauge stone ballast & cement in the proportion 4:2:1 including supply of all materilas, labour T&P for proper complection of the work S.I. No. 279 | BI01010001010000000000000515BI0100001130 | 636.1 | Cum |
| 19 | 19 | Sand filling in plinth including supply of necessary quantity of sand including watering dressing etc. for proper completion of the work S.I No-255A. | BI01010001010000000000000515BI0100001131 | 20.7 | Cum |
| 20 | 20 | Providing and injecting chemical emulsion for preconstructionnal antiermite treatment and creating a chemical barrier under and alround the coloumn pitswall junction of wall and floor along the external perimer of binding expansion joints, surroundings of pipes and conduit etc, complete Aldrine emusifiable concentrate or any other approved material such as Hepthachlor or chlordance will be used. The rate of application of chemical emulical shall be as follws, 1. Treatment for masonary & foundation 5 liters per sqm 2. Back fill in immediate contract with foundation 7.5 litres per sqm 3. Treatment of top surface of plinth filling 5 litres per sqm 4. Treatment of soil along external perimerter of building 7.5 litres per sqm 5. Treatment of soil under apron along external perimete 5 litres per sqm. | BI01010001010000000000000515BI0100001132 | 205.4 | Sqm |
| 21 | 21 | Concrete with 4 cm. brick ballast stone grit, coarse sand nd cement in proportion of 8:4:1 stone ballast] coarese snad and cement in foundation and under floor and including supply of II material labour and T&P etc required for proper completion of the work. (S.I No. 281) | BI01010001010000000000000515BI0100001133 | 33.4 | Cum |
| 22 | 22 | R.C.C. work with cement, approved coarse sand and 4 cm gauge approved stone grit in proportions of 1:2:4 in raft foundation excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 287) | BI01010001010000000000000515BI0100001134 | 18.7 | Cum |
| 23 | 23 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in column excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 289) | BI01010001010000000000000515BI0100001135 | 7.9 | Cum |
| 24 | 24 | R.C.C. work with cement, approved coarse sand and 20 mm gauge approved stone grit in proportions of R.C.C T-Beam and RCC cloumn excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 288 b) | BI01010001010000000000000515BI0100001136 | 36.9 | Cum |
| 25 | 25 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in lighter beam excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 285) | BI01010001010000000000000515BI0100001137 | 7.66 | Cum |
| 26 | 26 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. (S.i. No 504)\n\n\n | BI01010001010000000000000515BI0100001138 | 736.65 | Qtl |
| 27 | 27 | M-150 Brick work in 1:4 Cement Coarse sand mortar in supper structure in one brick thick wall including supply of all material labour and T&P etc. required for proper completion of the work (S.I. No. 305a+309+310 | BI01010001010000000000000515BI0100001139 | 41.6 | Cum |
| 28 | 28 | M-150 Brick work in 1:4 Cement Coarse sand mortar in supper structure in 1/2 brick thick wall including supply of all material labour and T&P etc. required for proper completion of the work (S.I. No. 305 + 307-306+309+310a) | BI01010001010000000000000515BI0100001140 | 6.8 | Cum |
| 29 | 29 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standerd tubular sections/appropriate Z sections and other sections of approved make conforming to IS. 733 and fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e at top, bottom and jointed mechanically wherever required including cleat angle. Aluminimum snap beading for glazing/paneling C.P brass/ arainless steel screws, all compelete as per architecural drawings and the directions of E/I IS-1868, minimum anodic coating of grade AC 15) | BI01010001010000000000000515BI0100001141 | 490.4 | KG |
| 30 | 30 | Providing and finxing 32 mm thick indian commerical door, windows and clerestory windows, including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separatelly, all complete as per direction of E/I (secand class Teak wood 35 mm thick Shutters) | BI01010001010000000000000515BI0100001142 | 13.1 | sqm |
| 31 | 31 | M.S. Or iron work of small sizes and section such as holding down bolts, holds fast, tie rods grating etc, wrought to required from including supply of steel bolts, nuts wastage etc, and their fixing required for proper complection of the work S.I. No. 471 a | BI01010001010000000000000515BI0100001143 | 3.6 | qtl |
| 32 | 32 | Alumnium Grill DSR 21.17 | BI01010001010000000000000515BI0100001144 | 293.5 | KG |
| 33 | 33 | Providing and fixing galzing in aluminium door, window, ventilator shutters and partititions etc, with EPDM rubber/neoprene gasket etc, complete as per the architictural drawings and the directons of E/I (cost of aluminium snap beasding shall be paid in basic item) with float glass panes of 5.50 mm thikness DSR 21.3.2 | BI01010001010000000000000515BI0100001145 | 19.6 | Sqm |
| 34 | 34 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete DSR 13.80 | BI01010001010000000000000515BI0100001146 | 897.62 | Sqm |
| 35 | 35 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade, New work (two o more coats) over and including water thinnable prining coat with cment primer S.I. no. 649+650 | BI01010001010000000000000515BI0100001147 | 492.95 | Sqm |
| 36 | 36 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 of approved make, in all colours shades except burgundy, bottle green, black of any size as approved by E/I in skirting risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete S.I. No. 11.39/ ch-14 | BI01010001010000000000000515BI0100001148 | 83.5 | Sqm |
| 37 | 37 | Providing and laying vitrified floor tiles in different sizes (thikness to be specified by the manufacture) with water absorption less than 0.08% and conforming to ISI 15622, of approved make in all colours and shdes, laid on 20 mm thick cement mortar 1:4 jointing with grey cment slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc, complete size of tile 600x600 mm new item no.14.26 | BI01010001010000000000000515BI0100001149 | 121.98 | Sqm |
| 38 | 38 | Providing and fixing water closet squatting pan (indian type W.C pan) with 100 mm sand cast iron P or S, 10 litre low level white P.V.C flusing cistern with manually controlled device (handle lever) conforming to IS 7231, parryware/Hindware/ Seabird/orient (coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherver required White Vitreous china Orissa pattern W.C pan of size 580x440 mm with ibtegral type foot rests S.I. No. 17.1.1S.I. No. 17.1 | BI01010001010000000000000515BI0100001150 | 2 | No |
| 39 | 39 | Providing ad fixing white vitreous china pedestal type water closet (Europen type W.C Pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device conforming to IS 7231, parryware/Hindware/ seabrib/Orient with all fitting and fixtures complete including cutting and making good the walls and floors wherever required:W.C pan with ISI marked black solid plastic seat and laid S.I. No. 17.2.2 | BI01010001010000000000000515BI0100001151 | 1 | No |
| 40 | 40 | Providing and fixing white vitreous china wash basin size 630x450 mm with a pair of 15 mm C.P brass pillar tap standrad pattern including cutting & making good the walls wherever required S.I. No. 21b.9a | BI01010001010000000000000515BI0100001152 | 2 | No |
| 41 | 41 | Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fitting complete S.I. No. 21b.10 | BI01010001010000000000000515BI0100001153 | 2 | No |
| 42 | 42 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of aproved quality) complete with 6 mm thick hard board ground fixed to washer complete. S.I. No. 21b.11 | BI01010001010000000000000515BI0100001154 | 2 | No |
| 43 | 43 | Providing ad fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatice flushing cistren with fitting standrad size c.p brass flush pipe, spreaders with union and clamps with waste fiting as per IS 2556 C.I trap with outlet grating and other couplings in c.p vrass including good the walls and floors wherever required:Range of two galf stall urinal with 5 litre P.V.C automatic flushing cistern S.I. No. 17.5.2 | BI01010001010000000000000515BI0100001155 | 1 | No |
| 44 | 44 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50 cm deep and 1.8 cm thick fixed In urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 stone aggregate 6 mm nominal size as per direction of E/I and finishded Graynite stone of approved shade S.I. No. 8.10.2 | BI01010001010000000000000515BI0100001156 | 0.72 | sqm |
| 45 | 45 | Providing and fixing unplasticsed PVC connection pipe with brass unions 15 mm nominal bore S.I. No. 18.21.2.1) | BI01010001010000000000000515BI0100001157 | 5 | No |
| 46 | 46 | Providing and fixing 15 mm nominal bore C.P Brass bib cock of approved quality conforming to IS 8931 (S.I. No. 18.49.1) | BI01010001010000000000000515BI0100001158 | 3 | No |
| 47 | 47 | Providing and fixing 15 mm nominal bore C.P Brass long body bib cock of approved quality conforming to IS standrads and weihing not less than 690 gms (S.I. No. 18.51.1) | BI01010001010000000000000515BI0100001159 | 5 | No |
| 48 | 48 | Providing and fixing 15 mm nominal bore C.P Brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (S.I. No. 18.53 | BI01010001010000000000000515BI0100001160 | 2 | No |
| 49 | 49 | Providing and fixing 15 mm nominal bore C.P Brass ashower rose with 15 or 20 mm inlet 150 mm dia mater approved quality conforming to (S.I. No. 18.22.2) | BI01010001010000000000000515BI0100001161 | 2 | No |
| 50 | 50 | Providing and fixing 15 mm nominal bore C.P Brass stop cock (cancealed) of standrad design and of approved quality conforming (S.I. No. 18.52) | BI01010001010000000000000515BI0100001162 | 2 | No |
| 51 | 51 | Supply and fixing of Sentex water storage tank | BI01010001010000000000000515BI0100001163 | 1000 | ltr |
| 52 | 52 | Supply and fixing of PVC pipe S.I no. 730 a | BI01010001010000000000000515BI0100001164 | 20 | mtr |
| 53 | 53 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in raft foundation excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 287) | BI01010001010000000000000515BI0100001165 | 4.5 | Cum |
| 54 | 54 | M.S iron work in haevy size such as trusses builtup gates record racks roof work gate including rivetting or weilding where necessary S.I. No. 503 | BI01010001010000000000000515BI0100001166 | 0.55 | Qtl |
| 55 | 55 | Supply and fabrication of tubler trusses carting at site of work and fixing the same over RSJ including drilling holes and fixing including supply of all bolt and nuts westage labour T&P required for completion of the work. | BI01010001010000000000000515BI0100001167 | 7.08 | MT |
| 56 | 56 | Supply and fixing precoated galvanised iron profile (size shap and pitch of corrugation as approved by E.I) 0.50 mm (+ 0.05%) total coated thickness with zinc coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 MPa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns, sheet sholud have protective guard film of 25 microns minimum to avoid scratches during tranportation and should be supplied in single length upto 12 metre or as desired by E/I. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required D.S.R 12.50 | BI01010001010000000000000515BI0100001168 | 5711.35 | Sqm |
| 57 | 57 | Dismantling of brick on edge soiling including proper stacking of material and disposed of unnecessary material with in lead og 5 mt as per direction of engineer in charge 4a page (53) 10.29 New Item | BI01010001010000000000000515BI0100001169 | 33252.5 | Sqm |
| 58 | 58 | Brick soling (Relaying) with straight over brunt bricks on edge and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm. (3/8") depth of local earth over the entire suface and including labour T&P etc required for proper complection of the work. S.I. No. 786 | BI01010001010000000000000515BI0100001170 | 30133.2 | Sqm |
| 59 | 59 | Brick soling with straight over brunt brick laid on edge and dry with brick edging on both side including inciuding preparation of subgrade to prescriped camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1 cm (3/8") depth of local earth over the entire surface and including supply of all materilas, labour T&P plants etc, required for proper complection of the work. S.I. No. 762 B | BI01010001010000000000000515BI0100001171 | 3490.3 | Sqm |
| 60 | 60 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form regular pits not exceeding 0.5 m. in depth and earth work in embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.50 m. left and 30 m lead the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 cm. distance as directed by the engineer in charge (S.I. No. 253) | BI01010001010000000000000515BI0100001172 | 6254.2 | Cum |
| 61 | 61 | WBM Grading-2 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18 | BI01010001010000000000000515BI0100001173 | 773.3 | Sqm |
| 62 | 62 | Cement Concrete with 2 cm. gauge approved stone grit, coarse sand & cement in the proportion of 1:2:4 in pavment 10 cm/as per design thick for CC. Road coarse & fine aggrigate confirming to IS standrad mixed in concrete mixture/plant of not less then 0.2 cum capicity & appropriate weight batcher using approved mix desgin, laid in approved fixed form work laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished hassion cloth for curring of concrete pavements for not less then 14 days curring compound and water finsihing to lines & grade including supply of all materilas, labour T&P etc, required for proper completion of the work and also incluiding complete shifting of materilas & Concrete etc S.I. No. 10.29 New Item 8 | BI01010001010000000000000515BI0100001174 | 1628 | Sqm |
| 63 | 63 | Supply and laying of 80 mm thick I.S.I marked I Shaped mechanically compressed interloking cement concrete paver blocks complete S.I. No. New Item 20 | BI01010001010000000000000515BI0100001175 | 1503.5 | Sqm |
| 64 | 64 | Painting or varnishing work in smal are3as or new wood work withone coat (upto one square metre) ready mixed priming paint and 2 coat of superior quality ready mixed paint or varnish including supply of all materials. Labour tools & plants etc required for proper completion of the work paint to be used should confirm the ISI no 642+643 | BI01010001010000000000000515BI0100001176 | 8540.8 | sqm |
| 65 | 65 | Providing and fixing 15 mm dia nominal bore G.I pipes complete with G.I fittings incluidng trenching and refilling etc. | BI01010001010000000000000515BI0100001177 | 135 | mtr |
| 66 | 66 | Providing and fixing 25 mm dia nominal bore G.I pipes complete with G.I fittings incluidng trenching and refilling etc | BI01010001010000000000000515BI0100001178 | 130 | mtr |
| 67 | 67 | Providing and fixing 50 mm dia nominal bore G.I pipes complete with G.I fittings incluidng trenching and refilling etc D.S.R 18.10.06 | BI01010001010000000000000515BI0100001179 | 200 | mtr |
| 68 | 68 | Providing and fixing 80 mm dia nominal bore G.I pipes complete with G.I fittings incluidng trenching and refilling etcD.S.R 18.12.08 | BI01010001010000000000000515BI0100001180 | 125 | mtr |
| 69 | 69 | Making connection of 50 to 80 nominal bore G.I distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. D.S.R 18.13.2 | BI01010001010000000000000515BI0100001181 | 5 | each |
| 70 | 70 | Providing and fixing 25 mm dia nominal bore gun metal gate valve with C.I wheel of vapproved quality (screwed end) D.S.R 18.17.1 | BI01010001010000000000000515BI0100001182 | 20 | each |
| 71 | 71 | Providing and fixing 50 mm dia nominal bore gun metal gate valve with C.I wheel of vapproved quality (screwed end) D.S.R 18.17.3 | BI01010001010000000000000515BI0100001183 | 20 | each |
| 72 | 72 | Providing and fixing 80 mm dia nominal bore gun metal gate valve with C.I wheel of vapproved quality (screwed end) D.S.R 18.17.6 | BI01010001010000000000000515BI0100001184 | 2 | each |
| 73 | 73 | Providing and fixing C.I sluice valves (with cap) complete with bolts, nuts, rubber insertions etc (the tail pieces if required will be paid separtely: 100 mm diameter class II D.S.R 18.31.1.2 class iind | BI01010001010000000000000515BI0100001185 | 2 | No |
| 74 | 74 | Dismantling roofing A.C Sheet including ridges, hips, valleys and gutters etc and stacking the materials E/I with in 50 metres lead fo S.I.No. 701 | BI01010001010000000000000515BI0100001186 | 3078.3 | Sqm |
| 75 | 75 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 282) | BI01010001010000000000000515BI0100001187 | 15.1 | cum |
| 76 | 76 | M-150 Brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials labour tools & plants etc. required for completion of the work. (S.I. No. 305) | BI01010001010000000000000515BI0100001188 | 26.9 | Cum |
| 77 | 77 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in slab excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 284) | BI01010001010000000000000515BI0100001189 | 37.5 | Cum |
| 78 | 78 | 4cm thick plain cement concrete floor with 1:2:4 cement approved coarsand & stone grit laid in panels finished with 3 mm floating coat of neat cement and marble dust in ratio 5:1 as specified including supply of all material labour T&P required for proper complition of the work (without base concrete) S.I. No. 605 | BI01010001010000000000000515BI0100001190 | 169.5 | Sqm |
| 79 | 79 | 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand laid in panels finished with 3 mm floating coat of neat cement or cement mixed with marble dust in ration 5:1 including supply of all materials, labour T&P etc required for proper completion of the work S.I. No. 597 | BI01010001010000000000000515BI0100001191 | 231.9 | Sqm |
| 80 | 80 | Cleaning of Septick Tank | BI01010001010000000000000515BI0100001192 | 15 | No |
| 81 | 81 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully vcovered with high intensity encapsulated lens type retro- reflective sheeting as approved by E/i. Letter, symbols, borders etc, will be as per IRC-67 with required colour schem on the boards and with the high intensty grade A. The aluminium sheet to be riveted to M.S frame of angle iron of size 40x40x4mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S angle 50x50x4 mm, 4, long welded to the frame with adeuated anti-theft arrangmant. sheet work to be painted with two or more primer and coats side of aluminium sheet two coat or more coats of epoxy paint including appropriate priming coat complete in all respects as per diredction of E/I D.S.R 16.61 | BI01010001010000000000000515BI0100001193 | 10 | Sqm |
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