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| 1 | PART I :- SOLID WASTESUWORK NO. 1 :- COMMUNITY CONSTRUCTED COMPOST PITItem No.1 :- Excavation for foundation trenches inearth,solis of all types,sand, gravel and softmurum,including removing the excavated material upto a distance of 50 mtrs and lifts as below,stacking and spreading as directed,manual dewatering, preparing the bedfor foundation and excluding backfilling, etc complete |
| 2 | Item No. 2 :-Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means |
| 3 | Item No. 3 :-Providing and laying Cast in situ / Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic microprocess or based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 4 | Item No. 4 :- \"ProvidingIIndclass B.B masonary with conventional / Indian Standerd type bricks in CM 1:6below superstructure including striking out jointsraking out joints watering and scaffolding complete. |
| 5 | SUWORK NO. 2 :- CONSTRUCTIONOF COMMUNITY NADEP COMPOST PITItem No.1 :- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 6 | Item No. 2 :-Providing and laying Cast in situ / Ready Mix cement concrete in M10 of trap/ granite/ quartzite/ gneiss meta lf or foundation and bedding including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 7 | Item No. 3 :- Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete. |
| 8 | Item No. 4 :- Providing cement plaster on top of brick layer 12 mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. |
| 9 | Item No. 5 :- Mazdoor - Unskilled Heavy Male charges for laying of thatched roof with locally available |
| 10 | Item No. 6 :- Locally Available material for shed |
| 11 | SUWORK NO. 3 :- CONSTRUCTION OF PLASTIC STORAGE ROOMItem No.1 :- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 12 | Item No. 2 :-Providing and laying Cast in situ / Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic microprocess or based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 13 | Item No. 3 :- Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete. |
| 14 | Item No. 4 :- Providing dry / trap / granite /quartzite / gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
| 15 | Item No. 5 :- Providing and fixing crimped with G.I. mesh and size 20mmx20mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc. complete ( excluding cost of structural steel) |
| 16 | Item No. 6 :- G.I. Pre coated trapezoidal 0.50 mm thick roof Metalic Coloured Sheet |
| 17 | Item No. 7 :- Providing and fixing mild steel grill gatewith angle iron frame 65mm x 65mm x10mm with iron bars at 150mmC/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kg/Smt. |
| 18 | SUWORK NO. 4 :- TRICYCLE BATTERY OPERATEDItem No.1 :- Providing Community battery operated tricycle of load carrying capacity 250-500 kg, Max. run per charge 80-100 km etc. complete |
| 19 | PART II ;- LIQUID WASTESUWORK NO. 1 :- CONSTRUCTION OF MAGIC SOAK PITItem No.1 :- Providing soak pit of size 120 cm x 120 cm x 120 cm including excavating and filling with brick-bats. |
| 20 | Item No. 2 :- Providing P.V.C. pipe 75mm dia.4 kg/cm2 pressure (class II) |
| 21 | B) Providing P.V.C. pipe 75mm dia.4 kg/cm2 pressure (class II) Tee (Market Rate) - PVC Tee 75 mm dia |
| 22 | Item No. 3 :- Providing PVC Nahani Trap 75 mm |
| 23 | Item No. 4 :- Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as perdetailed drawings and designs or asdirected by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing theformed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (Byweigh batching and mix design for M-250and M-300 only. Use of L&T, A.C.C.,Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S.or Tor reinforcement)b) In RCC M-200 |
| 24 | Item No. 5 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F -17/306) b) Tor Steel |
| 25 | SUWORK NO. 2 :- CONSTRUCTION OF COMMUNITY LEACH PITItem No.1 :- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 3 m.) By Manual Means |
| 26 | Item No. 2 :- Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means |
| 27 | Item No. 3 :- Providing and laying Cast in situ / Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic microprocess or based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 28 | Item No. 4 :- Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete. |
| 29 | Item No. 5 :- Providing P.V.C. pipe 75mm dia.4 kg/cm2 pressure (class II) |
| 30 | Providing P.V.C. pipe 75mm dia.4 kg/cm2 pressure (class II) Tee (Market Rate |
| 31 | Item No. 6 :- Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 32 | Item No. 7 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F -17/306) b) Tor Steel |
| 33 | SUWORK NO. 3 :- PVC PIPELINE GUTTERItem No.1 :- Excavation for foundation / pipe trenches in earth.Soils of all types. Sand, gravel and soft murum, including removing the excavatedmaterial up to a distance of 50 meters andlifts as below, stacking and spreading as directed,etc complete |
| 34 | Item No. 2 :- Excavation for foundation / pipe trenches inhard murum including removing the excavatedmaterial up to a distance of 50 meters andlifts as below, stacking and spreading as directed, manual dewatering, preaparing the bed for foundation and etc complete |
| 35 | Item No. 3 :- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry Foundation asphalt roadincluding removing the excavated materialup to a distance of 50 m beyond area and lifts as below, stacking as directed by Engineer- in- charges etc complete |
| 36 | Item No. 4 :- Providing and supplying in standard length I.S.I. regid uplasticised P.V.C. pipes suttable for potable water with solvent cement joints / rubber ring joints including cost of cuuplers as per I.S. specification No. 4985/1988 including all local and central taxes transportation etc complete.90 mm dia 4 kg/cm2 |
| 37 | 110 mm dia 4 kg/cm2 |
| 38 | Item No. 5 :- Lowering laying and jointing PVC pipes and specials of following class and diameter including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per Iscode etc complete. 90 mm dia 4 kg/cm2 |
| 39 | 110 mm dia 4 kg/cm2 |
| 40 | Item No. 6 :- Providing and constructing B.B. masonry inspection chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.60 X45 cm internal size |
| 41 | 30X30X40 cm internal size |
| 42 | Item No. 7 :- Providing & supplying PVC long arm nahani trapsuitable for above said pipes including cost of all taxes fright charges etc.complete. |
| 43 | Item No. 8 :- Providing & supplying at site of work CI/PVC/GIspecials suitable for above said pipes including cost of all taxes fright charges etc.complete. |
| 44 | Item No. 9 :- Refilling the trenches with availableexcavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lift including consolidation surcharging etc complete. |
| 45 | SUWORK NO. 4 :- NAME BOARD Item No.1 :-Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.90 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensitymicro-prismatic grade sheeting-HIP) havingpressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut out sheeting and cut out durable trasporent overlay film and this arranty by certificate in origin should be submitted to Engineer- in - charge by the contractor /supplier. |
