Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Composite Works In Hilly Area ( Terrain ) Of Jammu District For Execution Of Jal Jeevan Mission ( Jjm ) Works Costing Above 50.00 Lacs To 100.00 Lacs ( , JAMMU-Jammu And Kashmir

Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Composite Works In Hilly Area ( Terrain ) Of Jammu District For Execution Of Jal Jeevan Mission ( Jjm ) Works Costing Above 50.00 Lacs To 100.00 Lacs ( Group -Iii ) ( 2- 1 Earth work in excavation by manual means over area (exceeding 30cm and upto 1.5m in depth, 1.50m in width as well as 10Sqm on plan) including disposal of excavated earth upto 1.0 m for cutting edge, disposed earth to be levelled and neatly dressed. (all kind of soil ) 2 Earth work in excavation by manual means in trenches for foundation drains, pipes cables etc not exceeding 1.5m in depth, 1.50m in width and for shaft, Wells, cesspits and the like not exceeding10Sqm on plan, including dressing of site and ramming of bottom lift upto 1.5m including getting out excavated earth and disposalof surplus excavated earth as directed. All kind of Soil 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work upto plinth level 1:4:8 (1 cement:4 coarse sand: 8 graded stone aggregate 40mm nominal size) 4 Providing and laying in postion machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and excluding the cost of centering and shuttering, finishing and reinforcement including ad mixture in recomended proportions as per IS:9103 to accerlate, retatrd setting of concrete, improve workability without impring strength and durability as per directions of Engineer-in charge. Note:cement in this item is @ 330kg/Cum. excess or less cement used as per design mix is content considered payable or recoverable seperately. 5 Providing and laying in postion machine batched and machine mixed design mix m-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and excluding the cost of centering and shuttering, finishing and reinforcement including ad mixture in recomended proportions as per IS:9103 to accerlate, retatrd setting of concrete, improve workability without impring strength and durability as per directions of Engineer-in charge. Note:cement in this item is @ 340kg/Cum. excess or less cement used as per design mix is content considered payable or recoverable seperately. 6 Providing and fixing 35 mm thick panelled and glazedshutters for door and window including mS butt hingesand necessary screws ISI marked mS pressed bright finished butt hinges with necessary screws of required size in second class deodar wood. 7 Providing and fixing 35 mm thick wire guaze shutters using galvanised m.S wire guaze of avg. width for aperture 1.4mm in both direction with wire of dia 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws ISI marked mS pressed bright finished but hinges with necessary screws of required size in second class deodar wood. 8 Providing and fixing of bright/matt finished Steel Handle of approved quality make with necessary screws etc all complete 125mm 9 Providing and fixing of oxidised mild tower bolts (Barrel type) 150 x 10mm 10 Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. (medium) nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150x150 mm size etc. complete excluding cost of pipe. 11 Providing and fixing M.S. Manhole cover rectangular with frame 0.60 mtr x 0.60 mtr. Fabricated out of 25x25x6mm thick angle iron with MS Sheet 1.25mm thick with locking arrangement. The cover is tobe grouted in cement concrete 1:2:4 complete as directed by Enginer-in-charge. 12 Providing and fixing 1 mm thick M.S Steel door with frame of 40 x 60 mm angle iron and 3mm m.S gusset plated at the junction and corners. All necessary fitting complete, including applying a priming coat of approved steel primer (using flats 30x6mm for diagonal braces and central cross pieces) 13 Providing and fixing M.S. grills of required pattern in frames of windows etc.with M.S. flats, square or round bars etc including priming coat with approvedsteel primer all complete.Fixed to steel windows by welding 14 Providing and incorporating (during concreting) G.P. Sheet stripwater seal 1.25 mm (nominal thickness) at construction joints including jointing of ends so as to form a continuos barrier, stripe area (excluding laps) to be measured (width upto 20cm). 15 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 16 Providing and laying DPC 40mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 12.5mm nominal size crushed) 17 Reinforced cement concrete work in beams, suspended floor, roofs having slope upto 15 degree landing, balconies, shelves, chajjas, lintel bends plain, window sils, stari cases and sprial statr cases upto floor five level excluding the cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 (1 cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size 18 Reinforced cement concrete work in arch, archribs, domes, vaults, shells, folded plates and roofs having slope more than 15 degree upto floor level excluding the cost of centering and shuttering finishing and reinforcement with 1:1.5:3 (1 cement:1.5 coarse sand, 3 graded stone aggregate 20mm nominal size 19 Extra for providing and mixing water proofing material in cement concrete work @ 1kg per 50kg of cement quantity of cement 20 Centering and shuttering including strutting, proping etc and removal of form work for : foundations, footings, base of columns etc for mass concrete Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item. 21 Centering and shuttering including strutting, proping etc and removal of form work for wall (any thickness) including attached pillasters, buttresses, plinth and string course etc.Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item. 22 Centering and shuttering including strutting, proping etc and removal of form work for:- lintel, beams, girder, bressmurs and cantilevers Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item. 23 Centering and shuttering including strutting, proping etc and removal of form work for: Arch, Dome, vaults upto 6.00 mm span 24 Centering and shuttering including strutting, propping etc and removal of the same, suspended floor, roofs, landing, balconies etc. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item. 25 Centering and shuttering including strutting, propingand removal of the same, and from edge of slab under 20cm wide. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item. 26 Cement concrete flooring 1:2:4 (1 cement:2 coarse sand 4 graded stone aggegate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc complete (crushed) 50mm thick with 20mm nominal size stone aggregate 27 12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3(1 cement:3 coarse sand) 28 Extra for plaster in circular works not exceeding 6 m in radius: in one coat. 29 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade FE-500. 30 Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) 31 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. 32 Supplying of soling stone 225 mm and above. 33 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) 34 Extra brick masanory super structure above plinth level upto floor V level including curing in : Cement mortar 1:6 ( 1 cement 6 coarse sand) 35 Plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement3 coarse sand6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete 36 Installation of Functional House Tap Connection; the work shall consist of laying of requisite pipes, brassfurrule, including boring and taping the main G.I. pipe line besides providing andfitting of brass bib cockas per IS: specifications with approval of Engineer-in-charge. 37 White washing with lime to give an even shade on new work (three or more coats) 38 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work 39 Carriage of stone by an average distance of 25kms by Mechanical Transport and average 80mts By manual means including loading, unloading and stacking complete 40 Carriage of bricks by mechanical transport in all terrains through a lead of 25kms by Mechanical Transport and average of 800mts by manual means including loading, unloading and stacking complete 41 Carriage of G.I pipes from Procurement Store Jammu to the site of work,average distance 65Km by mechanical transport and 500mmanual means including cost of loading, unloading and stacking 42 Carriage of cement and steelin all terrains average distance 25Km by mechanical transport and 800m bymanual means including cost of loading, unloading and stacking 43 Cement 44 Steel 45 Carriage of stone aggregate ofsize 06 to 26.5 mm by mechanical Transport in all terrains through average lead up to 25kms by mechanical Transport and 800 mts by manual means including cost of loading, unloading and stacking 46 Carriage of sand/stone/dust/quarrymuck /moorum/other aggregate of maximum size6 mm, by 30 Km Mechanical Transport and 500 mt by manual means Sand including cost of loading, unloading and stacking 47 Carriage of stone aggregate ofsize 06 to 26.5 mm by mechanical Transport in all terrains through average lead up to 30kms by mechanical Transport and 500 mts by manual means including cost of loading, unloading and stacking 48 Carriage of stone aggregate above 40mm in all terrains through average lead up to 25kms by mechanical transport and 500 m by manual means including cost of loading, unloading and stacking 49 Carriage of sand/stone/dust/quarrymuck/ moorum/other aggregate of maximum size6mm, 40Kmby mechanical transport and 200 m by manual means Sand including cost of loading, unloading and stacking 50 Carriage of sand/stone/dust/quarrymuck/ moorum /other aggregate of maximum size6mm, by 35 Km mechanical transport and 200 mt by manual means including cost of loading, unloading and stacking 51 Carriage of stone aggregate of size 06 to 26.5 mm in all terrains through average lead up to 35kms by mechanical Transport and 200 m by manual means including cost of loading, unloading and stacking complete 52 Carriage of stone aggregate above 40mm in all terrains through average lead up to 10 km by mechanical Transport and 200 m by manual means including cost of loading, unloading and stacking 53 Carriage of sand/stone/dust/quarrymuck/ moorum/other aggregate ofsize upto 6mm, by 35Km by mechanical transport and 200 m by manual meansincluding cost of loading, unloading and stacking 54 Carriage of stone aggregate ofsize 06 to 26.5 mm in all terrains through average distance 35km by mechanical Transport and 200 m by manual means including loading, unloading and stacking complete 55 Carriage of sand/stone/dust/quarrymuck/ moorum/other aggregate of size upto 6mm, by 35Km Mechanical Transportand 600 mt by manual means including loading, unloading and stacking complete 56 Carriage of stone aggregate of size06 to 26.5 mm bymechanical Transport in all terrains through average lead up to 35km by mechanical Transport and 600 m by manual means including loading, unloading and stacking complete 57 Carriage of stone aggregate above 40mm in all terrains through average lead up to 10km by mechanical Transport and 600 m by manual means including loading, unloading and stacking 58 Carriage of sand/stone dust/quarry muck/moorum/other aggregate of size 6 mmin all terrains through a lead of 25 km by mechanical transportation and 100 m by manual means including loading, unloading and stacking complete 59 Half brick masanory with bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 60 Extra Half brick masanory super structure above plinth level upto floor V level 61 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 62 Arc welding at site of work including mobilization of welding set and necessary arranagement of power including cost of welding rodssuch as manifolds, bends and the like complete as directed by Engineer in Charge 63 Laying & fitting of New Pipelines of Galvanised Iron pipe includinglabour for jointing & fitting of GI specials including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge. 64 GI pipe 80mm dia nominal bore 65 GI pipe100mm dia Nominal bore 66 GI pipe 65mm dia nominal bore 67 GI pipe 50mm dia nominal bore 68 GI pipe 40mm dia nominal bore 69 GI pipe 25mm dia nominal bore 70 GI pipe 20mm dia nominal bore 71 GI pipe 15mm dia nominal bore 72 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/by mechanicalmeans including stacking(for reuse under item 63 of this BOQ)of pipes within 50 m lead as per direction of Engineer-in-charge : above 40 mm 73 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) as per BIS specifications 74 20 mm nominal bore 75 25 mm nominal bore 76 32 mm nominal bore 77 40 mm nominal bore 78 50 mm nominal bore 79 65 mm nominal bore 80 80 mm nominal bore 81 100 mm nominal bore 82 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, union etc including cutting and threading the pipe complete 83 25mm to 40mm nominal bore 84 50mm to 80mm nominal bore 85 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. As per BIS specificationsIncludingtail pieces if required. 86 100 mm dia Class 1 87 80 mm dia Class 1 88 Dismantling of old plaster or skiriting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground with in 50 m lead 89 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 90 Providing and fixing on walls for unplasticized rigid PVC rain water pipes including jointing with seal ring 80mm dia and necessary clampsas required at site. 91 80mm dia bend 92 Design, Fabrication, installation testing and commissioning of LT Control Pannel with one incoming and three outgoing cables along with allied electromechnaical works. (All as per the scope of work provided in the bid doCument) 93 Providing installation testing and commissioning of 4000 GPH x 120 m head HC pump set ( as per IS 1520)along with allied works.(All as per the scope of work provided in the bid doCument) 94 Providing, installation, testing and commissioning of 100 KVA manual voltage stablizer along with allied works. (All as per the scope of work provided in the bid document) 95 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand) 96 Dumping of stone in horizontal on level excluding cost of stones 97 Providing and Fixing Glass Strips in joints of cement concrete flooring 40mm vide and 4mm thick 98 Supplying and fixing rolling shutter of approved make, made of required size m.S laths interlocked together through the entire length and jointly together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire spring manufacture from high tensile steel wire strength confirming to IS 4454 and mS top cover of required thickness for rolling shutter (80 x 1.20 mm m.S. laths with 1.20 mm thick top cover 99 Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530 mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500 GPH at Tanda Sardaran in all type of strata to suite requirement and conditions for average depth of 300 m. (Rate to be quoted as per the below mentioned items).............................. ( One unit only)(Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates) 100 Drilling of gravel packed bore hole of 530 mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 300 m or till attaining adequate water bearing strata.a) From G.L. to 150 meters BGL. 101 b) From 150m BGL to average depth 300 m BGL (to be written as at S.No.1) or above.Note:- In case of increase or decrease in the BGL depth from the 150 ms (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. 102 Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority.Note:- In case of increase or decrease in the BGL depth from the 150 m (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. 103 Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well. 104 Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths. 105 Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths. 106 Slotting of ERWM.S Casing pipe 300mm dia 107 Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISmB 250mm of 5 meter length and m S angle 40 x 40 x 6mm and m S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	29-Nov-2021	ATTACHED NEW SBD	Other	20-12-2021
2	07-Dec-2021	PRE BID MEETING	Other	20-12-2021
3	10-Dec-2021	PRE BID MEETING 2ND TIME	Other	20-12-2021
4	17-Dec-2021	TERM AND CONDITION	Other	20-12-2021
5	18-Dec-2021	EXTEND DATE	Date	23-12-2021
6	23-Dec-2021	EXTEND THE DATE	Date	29-12-2021

INR 1000 /-

INR 50000.0 /-

Refer document

Name of Work:Empanelment of eligible contractors at provincial level and fixing of item rates for HILLY AREA (TERRAIN)of Jammu District for execution of Jal Jeevan Mission ( JJM) works costing above 50.00 Lacs to 100.00 Lacs(Group -III). (2 no. schemes)

Sl. No.	Item Description
1	Earth work in excavation by manual means over area (exceeding 30cm and upto 1.5m in depth, 1.50m in width as well as 10Sqm on plan) including disposal of excavated earth upto 1.0 m for cutting edge, disposed earth to be levelled and neatly dressed. (all kind of soil )
2	Earth work in excavation by manual means in trenches for foundation drains, pipes cables etc not exceeding 1.5m in depth, 1.50m in width and for shaft, Wells, cesspits and the like not exceeding10Sqm on plan, including dressing of site and ramming of bottom lift upto 1.5m including getting out excavated earth and disposalof surplus excavated earth as directed. All kind of Soil
3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work upto plinth level 1:4:8 (1 cement:4 coarse sand: 8 graded stone aggregate 40mm nominal size)
4	Providing and laying in postion machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and excluding the cost of centering and shuttering, finishing and reinforcement including ad mixture in recomended proportions as per IS:9103 to accerlate, retatrd setting of concrete, improve workability without impring strength and durability as per directions of Engineer-in charge. Note: cement in this item is @ 330kg/Cum. excess or less cement used as per design mix is content considered payable or recoverable seperately.
5	Providing and laying in postion machine batched and machine mixed design mix m-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and excluding the cost of centering and shuttering, finishing and reinforcement including ad mixture in recomended proportions as per IS:9103 to accerlate, retatrd setting of concrete, improve workability without impring strength and durability as per directions of Engineer-in charge. Note: cement in this item is @ 340kg/Cum. excess or less cement used as per design mix is content considered payable or recoverable seperately.
6	Providing and fixing 35 mm thick panelled and glazedshutters for door and window including mS butt hingesand necessary screws ISI marked mS pressed bright finished butt hinges with necessary screws of required size in second class deodar wood.
7	Providing and fixing 35 mm thick wire guaze shutters using galvanised m.S wire guaze of avg. width for aperture 1.4mm in both direction with wire of dia 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws ISI marked mS pressed bright finished but hinges with necessary screws of required size in second class deodar wood.
8	Providing and fixing of bright/matt finished Steel Handle of approved quality make with necessary screws etc all complete 125mm
9	Providing and fixing of oxidised mild tower bolts (Barrel type) 150 x 10mm
10	Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. (medium) nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150x150 mm size etc. complete excluding cost of pipe.
11	Providing and fixing M.S. Manhole cover rectangular with frame 0.60 mtr x 0.60 mtr. Fabricated out of 25x25x6mm thick angle iron with MS Sheet 1.25mm thick with locking arrangement. The cover is tobe grouted in cement concrete 1:2:4 complete as directed by Enginer-in-charge.
12	Providing and fixing 1 mm thick M.S Steel door with frame of 40 x 60 mm angle iron and 3mm m.S gusset plated at the junction and corners. All necessary fitting complete, including applying a priming coat of approved steel primer (using flats 30x6mm for diagonal braces and central cross pieces)
13	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding
14	Providing and incorporating (during concreting) G.P. Sheet stripwater seal 1.25 mm (nominal thickness) at construction joints including jointing of ends so as to form a continuos barrier, stripe area (excluding laps) to be measured (width upto 20cm).
15	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
16	Providing and laying DPC 40mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 12.5mm nominal size crushed)
17	Reinforced cement concrete work in beams, suspended floor, roofs having slope upto 15 degree landing, balconies, shelves, chajjas, lintel bends plain, window sils, stari cases and sprial statr cases upto floor five level excluding the cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 (1 cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size
18	Reinforced cement concrete work in arch, archribs, domes, vaults, shells, folded plates and roofs having slope more than 15 degree upto floor level excluding the cost of centering and shuttering finishing and reinforcement with 1:1.5:3 (1 cement:1.5 coarse sand, 3 graded stone aggregate 20mm nominal size
19	Extra for providing and mixing water proofing material in cement concrete work @ 1kg per 50kg of cement quantity of cement
20	Centering and shuttering including strutting, proping etc and removal of form work for : foundations, footings, base of columns etc for mass concrete Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
21	Centering and shuttering including strutting, proping etc and removal of form work for wall (any thickness) including attached pillasters, buttresses, plinth and string course etc.Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
22	Centering and shuttering including strutting, proping etc and removal of form work for:- lintel, beams, girder, bressmurs and cantilevers Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
23	Centering and shuttering including strutting, proping etc and removal of form work for: Arch, Dome, vaults upto 6.00 mm span
24	Centering and shuttering including strutting, propping etc and removal of the same, suspended floor, roofs, landing, balconies etc. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
25	Centering and shuttering including strutting, propingand removal of the same, and from edge of slab under 20cm wide. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
26	Cement concrete flooring 1:2:4 (1 cement:2 coarse sand 4 graded stone aggegate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc complete (crushed) 50mm thick with 20mm nominal size stone aggregate
27	12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3(1 cement:3 coarse sand)
28	Extra for plaster in circular works not exceeding 6 m in radius: in one coat.
29	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade FE-500.
30	Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
31	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
32	Supplying of soling stone 225 mm and above.
33	Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
34	Extra brick masanory super structure above plinth level upto floor V level including curing in : Cement mortar 1:6 ( 1 cement 6 coarse sand)
35	Plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement3 coarse sand6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
36	Installation of Functional House Tap Connection; the work shall consist of laying of requisite pipes, brassfurrule, including boring and taping the main G.I. pipe line besides providing andfitting of brass bib cockas per IS: specifications with approval of Engineer-in-charge.
37	White washing with lime to give an even shade on new work (three or more coats)
38	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
39	Carriage of stone by an average distance of 25kms by Mechanical Transport and average 80mts By manual means including loading, unloading and stacking complete
40	Carriage of bricks by mechanical transport in all terrains through a lead of 25kms by Mechanical Transport and average of 800mts by manual means including loading, unloading and stacking complete
41	Carriage of G.I pipes from Procurement Store Jammu to the site of work,average distance 65Km by mechanical transport and 500mmanual means including cost of loading, unloading and stacking
42	Carriage of cement and steelin all terrains average distance 25Km by mechanical transport and 800m bymanual means including cost of loading, unloading and stacking
43	Cement
44	Steel
45	Carriage of stone aggregate ofsize 06 to 26.5 mm by mechanical Transport in all terrains through average lead up to 25kms by mechanical Transport and 800 mts by manual means including cost of loading, unloading and stacking
46	Carriage of sand/stone/dust/quarrymuck /moorum/other aggregate of maximum size6 mm, by 30 Km Mechanical Transport and 500 mt by manual means Sand including cost of loading, unloading and stacking
47	Carriage of stone aggregate ofsize 06 to 26.5 mm by mechanical Transport in all terrains through average lead up to 30kms by mechanical Transport and 500 mts by manual means including cost of loading, unloading and stacking
48	Carriage of stone aggregate above 40mm in all terrains through average lead up to 25kms by mechanical transport and 500 m by manual means including cost of loading, unloading and stacking
49	Carriage of sand/stone/dust/quarrymuck/ moorum/other aggregate of maximum size6mm, 40Kmby mechanical transport and 200 m by manual means Sand including cost of loading, unloading and stacking
50	Carriage of sand/stone/dust/quarrymuck/ moorum /other aggregate of maximum size6mm, by 35 Km mechanical transport and 200 mt by manual means including cost of loading, unloading and stacking
51	Carriage of stone aggregate of size 06 to 26.5 mm in all terrains through average lead up to 35kms by mechanical Transport and 200 m by manual means including cost of loading, unloading and stacking complete
52	Carriage of stone aggregate above 40mm in all terrains through average lead up to 10 km by mechanical Transport and 200 m by manual means including cost of loading, unloading and stacking
53	Carriage of sand/stone/dust/quarrymuck/ moorum/other aggregate ofsize upto 6mm, by 35Km by mechanical transport and 200 m by manual meansincluding cost of loading, unloading and stacking
54	Carriage of stone aggregate ofsize 06 to 26.5 mm in all terrains through average distance 35km by mechanical Transport and 200 m by manual means including loading, unloading and stacking complete
55	Carriage of sand/stone/dust/quarrymuck/ moorum/other aggregate of size upto 6mm, by 35Km Mechanical Transportand 600 mt by manual means including loading, unloading and stacking complete
56	Carriage of stone aggregate of size06 to 26.5 mm bymechanical Transport in all terrains through average lead up to 35km by mechanical Transport and 600 m by manual means including loading, unloading and stacking complete
57	Carriage of stone aggregate above 40mm in all terrains through average lead up to 10km by mechanical Transport and 600 m by manual means including loading, unloading and stacking
58	Carriage of sand/stone dust/quarry muck/moorum/other aggregate of size 6 mmin all terrains through a lead of 25 km by mechanical transportation and 100 m by manual means including loading, unloading and stacking complete
59	Half brick masanory with bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4
60	Extra Half brick masanory super structure above plinth level upto floor V level
61	Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
62	Arc welding at site of work including mobilization of welding set and necessary arranagement of power including cost of welding rodssuch as manifolds, bends and the like complete as directed by Engineer in Charge
63	Laying & fitting of New Pipelines of Galvanised Iron pipe includinglabour for jointing & fitting of GI specials including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge.
64	GI pipe 80mm dia nominal bore
65	GI pipe100mm dia Nominal bore
66	GI pipe 65mm dia nominal bore
67	GI pipe 50mm dia nominal bore
68	GI pipe 40mm dia nominal bore
69	GI pipe 25mm dia nominal bore
70	GI pipe 20mm dia nominal bore
71	GI pipe 15mm dia nominal bore
72	Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/by mechanicalmeans including stacking(for reuse under item 63 of this BOQ)of pipes within 50 m lead as per direction of Engineer-in-charge : above 40 mm
73	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) as per BIS specifications
74	20 mm nominal bore
75	25 mm nominal bore
76	32 mm nominal bore
77	40 mm nominal bore
78	50 mm nominal bore
79	65 mm nominal bore
80	80 mm nominal bore
81	100 mm nominal bore
82	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, union etc including cutting and threading the pipe complete
83	25mm to 40mm nominal bore
84	50mm to 80mm nominal bore
85	Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. As per BIS specificationsIncludingtail pieces if required.
86	100 mm dia Class 1
87	80 mm dia Class 1
88	Dismantling of old plaster or skiriting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground with in 50 m lead
89	Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
90	Providing and fixing on walls for unplasticized rigid PVC rain water pipes including jointing with seal ring 80mm dia and necessary clampsas required at site.
91	80mm dia bend
92	Design, Fabrication, installation testing and commissioning of LT Control Pannel with one incoming and three outgoing cables along with allied electromechnaical works. (All as per the scope of work provided in the bid doCument)
93	Providing installation testing and commissioning of 4000 GPH x 120 m head HC pump set ( as per IS 1520)along with allied works.(All as per the scope of work provided in the bid doCument)
94	Providing, installation, testing and commissioning of 100 KVA manual voltage stablizer along with allied works. (All as per the scope of work provided in the bid document)
95	15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)
96	Dumping of stone in horizontal on level excluding cost of stones
97	Providing and Fixing Glass Strips in joints of cement concrete flooring 40mm vide and 4mm thick
98	Supplying and fixing rolling shutter of approved make, made of required size m.S laths interlocked together through the entire length and jointly together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire spring manufacture from high tensile steel wire strength confirming to IS 4454 and mS top cover of required thickness for rolling shutter (80 x 1.20 mm m.S. laths with 1.20 mm thick top cover
99	Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530 mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500 GPH at Tanda Sardaran in all type of strata to suite requirement and conditions for average depth of 300 m. (Rate to be quoted as per the below mentioned items).............................. ( One unit only) (Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates)
100	Drilling of gravel packed bore hole of 530 mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 300 m or till attaining adequate water bearing strata. a) From G.L. to 150 meters BGL.
101	b) From 150m BGL to average depth 300 m BGL (to be written as at S.No.1) or above. Note:- In case of increase or decrease in the BGL depth from the 150 ms (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
102	Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority. Note:- In case of increase or decrease in the BGL depth from the 150 m (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
103	Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well.
104	Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths.
105	Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths.
106	Slotting of ERWM.S Casing pipe 300mm dia
107	Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISmB 250mm of 5 meter length and m S angle 40 x 40 x 6mm and m S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends