|
| 1 | Sub Estimate No.-1 RCC Tali |
| 2 | Item No 1- Dismantelling & removal of the existing tali structure before work starts. |
| 3 | Item no 2:-Excavation in general in soft material comprising of soft soils , soft murum,sand ,hard murumwith boulder in wet or dry condition for head works i,e. Intake well ,connecting pipe, Jackwell, pump house, Supply well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, guarding,disposing off surplus excavated stuff within a radius of 0.5 Km.as directed by engg.- in - charges, etc. complete excluding rifilling. |
| 4 | 1.50 to 3.00 m. (334+ 33.4 + 30+3 ) |
| 5 | 3.00 to 4.50 m. (334+ 33.4+ 60+6 ) |
| 6 | 4.50 to 6.00 m (334+ 33.4+ 90+9 ) |
| 7 | Item no 3:-Excavation in general in hard material comprising of soft rock,hard rock,Manjara rock,etc, by blasting /controlled blasting/chiselling as required in wet or dry condition for head works i,e. Intake well ,connecting pipe, Jackwell, pump house, Supply well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, guarding,disposing off surplus excavated stuff within a radius of 0.5 Km.as directed by engg.- in - charges, etc. complete excluding rifilling. |
| 8 | 1.50 to 3.00 m. (778+77.8+31+3.1) |
| 9 | 3.00 to 4.50 m. (778+77.8+62+6.2) |
| 10 | 4.50 to 6.00 m (778+77.8+93+9.3) |
| 11 | Item No 4:-Dewatering the excavated tranches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance etc.complete |
| 12 | Item No 5:- Providing & laying in situ P.C.C. 1:2:4 (M-15) of trap metals as per detailed drawing including formwork compacting curing etc. comp. |
| 13 | A)For Bed (R .A .No.2) |
| 14 | Item No 6:-Providing & laying in situ reinforced cement concrete 1:1.5 :3 (M- 20) of trap metals as per detailed drawing & design including formwork compacting curing etc.comp. |
| 15 | A) Beam (R .A .No.3) |
| 16 | D) Staining 0 to 5 m (R .A .No.4) |
| 17 | E) For Parapet (R .A .No.4) |
| 18 | Item No 7:- Providing & fixing 80 m.m.dia A.c. / p. v. c. pipe weap holes at 1.5m c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete for well staining wallof necessary diameter.etc.complete |
| 19 | Item No 8:-providing & fixing in position Steel reinforcement of verious diameters for R.C.C.pile caps, footings, foundations, slabs, beams, columns, staining walls, etc. as per detailed drawings, designs, & schedules. including cutting, bending, hooking, etc. comp. |
| 20 | Item No 9:-Providing & Fixing in position C. I. dapuri steps of 22mm dia. M. S. bars steps with proper anchorage with applying three coats of anti-corrosive oil paint etc. comleted. |
| 21 | Item No. 10:-Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat)etc. complete. |
| 22 | PWD DSR 23/24 SSR NO.35.13 |
| 23 | Item No 11:- Providing and fixing Name Board giving details of scheme etc. complete |
| 24 | Sub Estimate No.-2 Rising Main |
| 25 | A) Material Section |
| 26 | Item No.1 -Providing & supplying in standard lengths polyethelene Pipes, conforming to IS 4984/14151/12786/ 13488 with necessary jointing material like mechanical connector i.e.thread/ insert joint/ quick release coupler joint, including all local & central taxes, transportation and freight charges inspection charges, loading/unloading charges, conveyance to the departmental stores/ site & stacking the same in closed shade duely protecting from sunrays & rains, etc. |
| 27 | 63 mm dia HDPE pipe -6.00 kg/cm2 |
| 28 | Item No2:- Providng and supplying double flange valve confirming for IS 2906/14846 & 14845/2000 including worn gear arrangement as per test pressure stainless steel spindle, caps & including all taxes transportation etc.complete. |
| 29 | 50 mm dia Non Return valve PN-1 |
| 30 | 50 mm dia Sluice valve PN-1 |
| 31 | 25mm dia Air valve PN-1 |
| 32 | B) Labour Section |
| 33 | Item No.1-Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 mtrs. and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc.complete. |
| 34 | Item no 2 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in measu-rable heaps,within a distance of 50 m. |
| 35 | Item No.3 -Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 36 | Item No.4- Lowering laying & jointing H.D.P.E. Pipe by heating to the ends of pipe with the help of tefflon coated electrimirror/heater to the required temparature & then pressing the end together against each other to form a monolithic & leak proof joint by thermosetting process. the pressing may be required to be done with Jack/Hydraulicjack/Vutt fusion machine etc. complete. |
| 37 | 63 mm dia HDPE pipe -6.00 kg/cm2 (50+10%) |
| 38 | Item No.5- Hydraulic testing of HDPE pipe to specified pressure including cost of all Material and labour and water for testing for specified length including cutting placing end cap making arrangment for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauge and other necessary equipments , labours, operation charges etc required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to origenal position. |
| 39 | 63 mm dia HDPE pipe -6.00 kg/cm2 (5556+10%) |
| 40 | Item No.6 - Lowering, laying and jointing in position following C.I.D./F. sluice valve & Air valve including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. |
| 41 | 50 mm dia Non Return valve PN-1 (933+10%) |
| 42 | 50 mm dia Sluice valve PN-1 (933+10%) |
| 43 | 25mm dia Air valve PN-1 (244+10%) |
| 44 | Item No.7:-Providing & fixing in position M.S. .Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting n M - 150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement etc.complete as directed by Engineer in charge. |
| 45 | Item No.8:- -Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete. |
| 46 | Item No.9 - Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 47 | As per market rate |
| 48 | Sub Estimate No. :-3 Pumping Machinery |
| 49 | Item No. 1-Providing installing, commissioning and testing of 5.0 HP submerssible pump set 60LPM discharging water against a total head of 101 m from all causes when running at2900 RPM (Approx) directly coupled to submotor squrrel gage induction type of adquate capacity as per detail specifications.1.5 H.P. 100 mm Dia. 20 Stages (R.A-1.) |
| 50 | Item No. 2-Providing, erecting , commissioning & testing of floor mounting type L.T. pannel board (skeletion type) as per detail specifications. (R.A.-2) |
| 51 | Item No. 3-Providing erecting jointing & testing of vertical drop pipe 50 mm dia G.I. medium duty in 1.5m/1.00m or in length as per site condition with heavy duty flanges etc.complete. as per detail specifications. (R.A.- 3) |
| 52 | Item No. 4- Providing laying, Jointing and testing of PVC Water proof sub cable proper conductor of type (1x3x2.5) sqm size as per detail specifications |
| 53 | DSR No. 219/12-4-8 |
| 54 | Item No. 5-Providing and testing varnished plank 20 mm thick fixed towall cr on provided pannel board for fitting MSEB connection with necessary materials supports etc. complete.(R.A.- 4) |
| 55 | Item No. 6-Providing, installing, testing, earthing arrangement to installation of motor, L.T. pannel board starter etc. comp. as per details specifications.(R.A.- 5) |
| 56 | Item No. 7-Testing operating & trial of pumping machinary & allied equipment as directed by Engineer & as per specification complete. |
| 57 | Sub Estimate No. 4- Trial Run |
| 58 | Item No.1-Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 month for regional scheme, together with training of personne spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in charge. |
| 59 | GST Please Enable Macros to View BoQ information |
