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| 1 | 1 NOS OF INTAKE WORKS AT SOURCEFOR SURFACE WATER BASED RANGMOOK CEDER TEA GARDEN (PART) AND OAKS TEA GARDEN (PART) PIPED WATER SUPPLY SCHEME TO ACCOMMODATE FHTC IN JOREBUNGLOW SUKHIA POKHARI BLOCK WITHIN DARJEELING DISTRICT UNDER KURSEONG DIVISION, P.H.E. DTE. |
| 2 | PWD(WB) Bld Wrk, Pg No 1-It. No 1 A 2(a)Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 3 | PWD(WB) Bld Wrk, Pg No 229-It. No 11Providing & Labour for laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 4 | PWD(WB) Bld Wrk, Pg No42-It. No 36 (a)Hire and labour charges for shuttering with centering and necessary staging upto 4 m 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 ofground floor) |
| 5 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge. |
| 6 | PWD(WB) Bld Wrk, Pg No 24-It. No 4 (b) = 3rd Corrigenda Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominalsize) excluding shuttering and reinforcement,if any, in gound floor as perrelevant IS codes.(b) River bazree |
| 7 | ControlledCementconcretewithwellgradedstonechips(20mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submissionofjobmixformulaafterpreliminarymixdesignafter testingofconcretecubesasperdirectionofEngineeringcharge. Consumption of cement will not be less than 320 Kg of cement with Superplasticiserpercubicmeterofcontrolledconcretebutactual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] (b) M 30 Grade |
| 8 | Addendum no. 2/2022/JJM/PHED It. No. 1Reinfored for reinfored concrete work in all sorts of structures including distribution bars, stirrups, binders etc intial striaghtening amd removal of loose reust (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 drwaing and direction |
| 9 | (i) Tor steel/Mild SteelII. Other than SAIL/ TATA/RINL |
| 10 | PWD(WB) Bld Wrk, Pg No 189-It. No 1 (iii) (a) = 3rd CorrigendaPlaster ( to walls, floor, ceiling etc.)with sand and cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throsting,nosing and drip course where necessary (ground floor).With 1:3 cement morter, 20 mm.thick plaster. |
| 11 | PWD(WB) Bld Wrk, Pg No 192-It. No 15Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. |
| 12 | 1 NOS OF INTAKE CHAMBER FORSURFACE WATER BASED RANGMOOK CEDER TEA GARDEN (PART) AND OAKS TEA GARDEN (PART) PIPED WATER SUPPLY SCHEME TO ACCOMMODATE FHTC IN JOREBUNGLOW SUKHIA POKHARI BLOCK WITHIN DARJEELING DISTRICT UNDER KURSEONG DIVISION, P.H.E. DTE. |
| 13 | Clearing compound premises of shrubs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in Charge prior to execution will be necessary). (Payment to be made on area cleared) |
| 14 | PWD(WB) Bld Wrk, Pg No 1-It. No 1 A 2(a)Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.. |
| 15 | (a) Depth of excavation not exceeding 1,500 mm. |
| 16 | (A) Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 17 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 18 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor(B) With N.B. Variety stone metal. |
| 19 | (a) 1:3:6 proportion |
| 20 | ControlledCementconcretewithwellgradedstonechips(20mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submissionofjobmixformulaafterpreliminarymixdesignafter testingofconcretecubesasperdirectionofEngineeringcharge. Consumption of cement will not be less than 320 Kg of cement with Superplasticiserpercubicmeterofcontrolledconcretebutactual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] (b) M 30 Grade |
| 21 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m 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) |
| 22 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge. |
| 23 | 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 and upto roof of ground floor/upto 4 m |
| 24 | (i) Tor steel/Mild SteelII. Other than SAIL/ TATA/RINL |
| 25 | PWD(WB) Bld Wrk, Pg No 27-It. No 11 (i)Plum concrete work with 40 % cement concrete with 30 mm down gradedstone metal and 60 % stone boulder of size 150 mm and above, placed inposition as directed excluding shuttering if any.(i) (1:3:6) proportion |
| 26 | 1 NOS OF SEDIMENTATION TANK FOR SURFACE WATER BASED RANGMOOK CEDER TEA GARDEN (PART) AND OAKS TEA GARDEN (PART) PIPED WATER SUPPLY SCHEME TO ACCOMMODATE FHTC IN JOREBUNGLOW SUKHIA POKHARI BLOCK WITHIN DARJEELING DISTRICT UNDER KURSEONG DIVISION, P.H.E. DTE.. |
| 27 | Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in Charge prior to execution will be necessary). (Payment to be made on area cleared) |
| 28 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming the bottom,bailing out water as required complete. |
| 29 | (a) Depth of excavation not exceeding 1,500 mm. |
| 30 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on basis of measurement of finished quantity of work). With earth obtained from excavation of foundation |
| 31 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 32 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor(B) With N.B. Variety stone metal. |
| 33 | (a) 1:3:6 proportion |
| 34 | ControlledCementconcretewithwellgradedstonechips (20 mm nominal size) excluding shuttering and reinforcementwithcompletedesignofconcreteasperIS:456andrelevantspecialpublications,submissionofjob mixformulaafterpreliminarymixdesignaftertestingof concrete cubes as per direction of Engineer-in-charge. Consumptionofcementwillnotbelessthan320kgof cement with Super plasticiser per cubic meter of controlled concrete butactual consumptionwill be determinedon the basis of preliminary test & job mix formula. In Ground floor & foundation. (M 30 Grade) |
| 35 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m 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 ofground floor) |
| 36 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge. |
| 37 | 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 and upto roof of ground floor/upto 4 m |
| 38 | (i) Tor steel/Mild Steel |
| 39 | Plaster (to wall, floor, ceiling etc.) with cement and sandmortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor) [Excluding cost of chipping over concrete surface]. |
| 40 | i) 20 mm. thick out-side wall plastering with cement mortar (1:6). |
| 41 | Neat cement punning average 1.5 mm. thick in wall dado, windowsills etc. |
| 42 | a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer\"s specification [Cement to be supplied by the Department] |
| 43 | PWD(WB) Bld Wrk, Pg No 27-It. No 11 (i)Plum concrete work with 40 % cement concrete with 30 mm down gradedstone metal and 60 % stone boulder of size 150 mm and above, placed inposition as directed excluding shuttering if any.(i) (1:3:6) proportion |
| 44 | LAYING OF GRAVITY MAIN FORSURFACE WATER BASED RANGMOOK CEDER TEA GARDEN (PART) AND OAKS TEA GARDEN (PART) PIPED WATER SUPPLY SCHEME TO ACCOMMODATE FHTC IN JOREBUNGLOW SUKHIA POKHARI BLOCK WITHIN DARJEELING DISTRICT UNDER KURSEONG DIVISION, P.H.E. DTE. |
| 45 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessaryaccessories, specials viz. socket, bend, tee, union, cross, elbo, nipple,longscrew, reducing socket, reducing tee, short piece etc. fitted withholder bats clamps, including cutting pipes, making threads, fitting, fixingetc. complete in all respect including cost of all necessary fittings asrequired,jointing materials and two coats of painting with approved paintin any position above ground. (Payment will be made on the centre linemeasurements of total pipe line including all specials. No separatepayment will be made for accesories, specials.Payment for painting will be made seperately) |
| 46 | 50 mm dia. medium quality |
| 47 | 80 mm dia. medium quality |
| 48 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. |
| 49 | (a) Depth of excavation not exceeding 1,500 mm. |
| 50 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150mm. including watering and ramming etc. layer by layer complete. (Payment to be made on basis of measurement of finished quantity of work).With earth obtained from excavation of foundation |
| 51 | PWD(WB) Bld Wrk, Pg No 27-It. No 11 (i)Plum concrete work with 40 % cement concrete with 30 mm down gradedstone metal and 60 % stone boulder of size 150 mm and above, placed inposition as directed excluding shuttering if any.(i) (1:3:6) proportion |
| 52 | 200 NOS OF CONSTRUCTION OF THRUST BLOCK FORSURFACE WATER BASED RANGMOOK CEDER TEA GARDEN (PART) AND OAKS TEA GARDEN (PART) PIPED WATER SUPPLY SCHEME TO ACCOMMODATE FHTC IN JOREBUNGLOW SUKHIA POKHARI BLOCK WITHIN DARJEELING DISTRICT UNDER KURSEONG DIVISION, P.H.E. DTE. |
| 53 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. |
| 54 | (a) Depth of excavation not exceeding 1,500 mm. |
| 55 | Providing & Labour for laying 150 mm. to 200mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandyclay or earth. |
| 56 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m 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) |
| 57 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge. |
| 58 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominalsize) excluding shuttering and reinforcement,if any, in gound floor as perrelevant IS codes.(b) River bazree |
| 59 | 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 and upto roof of ground floor/upto 4 m |
| 60 | (i) Tor steel/Mild Steel |
| 61 | PIPE SUPPORT ALONG ALIGNMENT OF 150 NOS FOR SURFACE WATER BASED RANGMOOK CEDER TEA GARDEN (PART) AND OAKS TEA GARDEN (PART) PIPED WATER SUPPLY SCHEME TO ACCOMMODATE FHTC IN JOREBUNGLOW SUKHIA POKHARI BLOCK WITHIN DARJEELING DISTRICT UNDER KURSEONG DIVISION, P.H.E. DTE. |
| 62 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 63 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete. |
| 64 | (a) Depth of excavation not exceeding 1,500 mm. |
| 65 | (A) Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 66 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m 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 ofground floor) |
| 67 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge. |
| 68 | PWD(WB) Bld Wrk, Pg No 26-It. No 10 (ii), 3rd Corrigenda Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (b) River bazree |
| 69 | 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 and upto roof of ground floor/upto 4 m |
| 70 | (i) Tor steel/Mild Steel |
| 71 | ADD GST @18 % |
| 72 | ADD CESS@1% |
