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| 1 | Construction of RCC Flat slab type Clear Water Reservoir of following capacity as per the Scope of work and Technical specification consisting of the following main activities a Topographic survey preparation of site contour plan conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil.PCC below foundation and all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder.SS manhole frame and covers.water level indicator (float type) SS ventilator with SS screen. float valve. puddle collars. G.I. pipe railing around walk way Top Dome or Slab. Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab. and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti.carbonation paint on the roof Slab.g) Providing and applying three coats of cement.based paint on the remaining external surface area of the structure.h) Providing and fixing SS.304 ventilator.SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab. inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. Rates for RCC Partially Underground type clear water reservoir SBC 7 T per sqm, SEISMIC ZONE.2.3 and 4 50 KL capacity 3.3.1.1 |
| 2 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.8.1 |
| 3 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc. |
| 4 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS.4984. 1995 (amended up to date) with necessary jointing material like mechanical connectors. i.e. thread or insert joint or quick release coupler joint or compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method. including all taxes. transportation and freight charges. inspection charges. loading or unloading charges. stacking of pipes. including cost of labour and material. specials (Tee. bend etc.) satisfactory hydraulic testing. disinfection. commissioning etc. complete as per technical specifications and direction of Engineer in charge of following class and diameter. (excluding earth work).Note. Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M or 12 M.item no.1.4.2.1 75 mm dia |
| 5 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS.4984. 1995 (amended up to date) with necessary jointing material like mechanical connectors. i.e. thread or insert joint or quick release coupler joint or compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method. including all taxes. transportation and freight charges. inspection charges. loading or unloading charges. stacking of pipes. including cost of labour and material. specials (Tee. bend etc.) satisfactory hydraulic testing. disinfection. commissioning etc. complete as per technical specifications and direction of Engineer in charge of following class and diameter. (excluding earth work).Note. Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M or 12 M.item no.1.4.2.2 90 mm dia |
| 6 | Providing,lowering, aligning,fixing in position in pipe line,CI D F Sluice valves straight and pocket less body passage of approved make of following Pressure rating and dia complete, confirming to IS.14846 (amended up to date) and of following specifications. Body, Bonnet, Wedge, Gland, Thrust Plate, Cap and Hand wheel of Grey cast iron of IS.210 or FG200 Stem. SS 304 ,Body Seat ring, Wedge facing ring and Bushes. LTB2 or SS, Face to face dimensions as per IS 14846 or 2000 (amended up to date),Epoxy (Non.Toxic. suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut.Bolt confirming to IS.1363 and IS. 1367 or CS or galvanised steel Insertion rubber of black EPDM 6mm thick. Sluice valves including all jointing and jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.in.charge. Note. Rates are exclusive of tail piece or dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN.1.0 item no.6.1.1.1 80 mm HW |
| 7 | Providing,lowering, aligning,fixing in position in pipe line,CI D F Sluice valves straight and pocket less body passage of approved make of following Pressure rating and dia complete, confirming to IS.14846 (amended up to date) and of following specifications. Body, Bonnet, Wedge, Gland, Thrust Plate, Cap and Hand wheel of Grey cast iron of IS.210 or FG200 Stem. SS 304 ,Body Seat ring, Wedge facing ring and Bushes. LTB2 or SS, Face to face dimensions as per IS 14846 or 2000 (amended up to date),Epoxy (Non.Toxic. suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut.Bolt confirming to IS.1363 and IS. 1367 or CS or galvanised steel Insertion rubber of black EPDM 6mm thick. Sluice valves including all jointing and jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.in.charge. Note. Rates are exclusive of tail piece or dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN.1.0 item no.6.1.1.2 100 mm HW |
| 8 | Providing and fixing of flanged or plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering,laying, aligning,fixing in position at all level or depths in trenches complete including all taxes, material,labour,inside lining,outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer in charge.MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) item no.1.11.1 |
| 9 | Providing and fixing of flanged or plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering,laying, aligning,fixing in position at all level or depths in trenches complete including all taxes, material,labour,inside lining,outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer in charge.MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) item no.1.11.1 |
| 10 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079, 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock,suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor.Motor shall be suitable for working on 415 V plus minus 10 partisat, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation or cross channels or RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 11 | STAR DELTA STARTER 7.5 KW (10.0 HP) For 2 motors (1 W plus 1S I per C MCB 63A,FP,10 KA,C Curve (1),Analog Voltmeter 96.96mm (0.500V) (1), Volt Selector Switch (1), Analog Ammeter 96.96mm (0.60A ) (1), Amp. Selector Switch (1), C.T.60 or 5A CL 1.0 5VA (3), Indicating Lights ( Red.1, Yellow.1) (2), Indicating Lights ( Blue .1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O or G MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO plus 2 NC Aux. Block(2), Thermal Overload Relay (7.10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red 1, Green 1, Amber-1)(6), Push Button 22.5 ( Red 1, Green 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S or D Timer(2)item no.7.2.1 |
| 12 | Supply and Fixing of ISI marked three core PVC flat submersible cable as per IS 694.1990 or amended up to date and conductor as per class 5 of IS 8130.1980 including making connection etc.3 core 10.0 Sq.mm item no.2.19.3 |
| 13 | Supply and Fixing XLPE insulated or P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS.7098 I or 1554 1 approved make in ground as per IS.1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 35.0 Sq.mm, 3.5 core item no.2.20.4 |
| 14 | सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्थर की 40 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित। |
| 15 | सीमेंट कंक्रीट 1:2:4/1:1.5:3 मिश्रण की प्रवलित सीमेंट कंक्रीट में डालना तथा आपूर्ति करना, छत की स्लैब, छज्जे, बीम, लिंटल आदि में दबाना, तराई करना तथा सतह को 1:3 सीमेंट मसाले से समतल करना आदि समेत पाडबन्दी सहित परन्तु स्टील तथा शटरिंग की कीमत अलग से। |
| 16 | आर.सी.सी. काम के लिए लोहे को काटना, मोड़ना तथा स्थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के । |
| 17 | सेन्टरिंग'शटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्लेब, छज्जे, लिन्टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। |
| 18 | सफेद रंग के चमकीली चाईना मिट्टी की टाईलों की आपूर्ति करना तथा प्लास्तर के ऊपर सीमेंट स्लरी से लगाना तथा जोड़ों में सफेद सीमेंट लगाना (प्लास्टर की कीमत शामिल नहीं है)। |
| 19 | Earth work in excavation by mechanical means (Hydraulic excavator ) manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed . All kinds of soil item no.1.6 |
| 20 | Providing and Placing of new filter media as (i) Sand shall be hard and resistant quartz or quartzite and free of clay, fine particles, soft grains and dirt of any description. (ii) Effective size shall be 0.20 to 0.30 mm. (iii) Uniformity Coefficient not be more than 5.0 nor less than 3.0. (iv) Ignition loss should not exceed 0.70 partisat by weight. (v) Soluble fraction in HCL acid shall not exceed 7.0 partisat by weight, (vi) Silica content should not be less than 95 partisat (vii) Specific Gravity shall be in the range between 2.55 to 2.65 (viii) Wearing loss shall not exceed 3.0 partisat. and as per specifications given in IS. 8419 (Part-I). (ix) The sand should not contain more than 2 partisat of calcium and manganese calculated as carbonate. Filter media (fine sand and coarse sand) should be processed through. Disintegrator and dust separator in automatic plant including screening of sand to desired. Specification and washing and cleaning of sand with water by aqua wash technology at quarry site. The sand shall not contain more than 5 partisat acid soluble matter as determined by solubility test in Appendix B of IS. 8419 (Part.I) (Fine sand 0.2 to 0.3mm and coarse sand 1.0 to 1.7mm) (For SSF) item no.12.8 |
| 21 | Supply and charging of filter media (Gravel) as per department specification including screaming, washing with 5 partisat HCL solution to make Gravel (Size 4 to 6mm, 8 to 12mm, 10 to 20mm. Hard Coarse grit from approved quarry) free from silt, clay and other all impurities work to be executed as per scope of work fixed by the department at the time of tendering (for SSF) item no.12.6 |
| 22 | Providing,Laying,Jointing,Commissioning and Testing of uPVC Pipes confirming to IS 4985. 2000 (amended up to date) of Class. 3 in assorted length with uPVC specials.This includes supply of pipes, jointing material, uPVC specials and any other material required for laying of pipes including carting to site and laying of pipes in trenches then jointing with Jointing material or Rubber Rings. This includes uPVC Special like tees, bends, reducer,enlarger,end plug cutting of pipes and making of joints etc.and testing of system,cleaning of site complete job. (Rates are Exclusive of Earth Work and WBM or Chap or Cement Concrete or Bituminious Road cutting, CI Sluice Valve or CI Specials for interconnection with other pipes, if required and including interconnection with existing pipe line, if required) Pipes Nominal Dia.(mm) 160 mm Class 3 item no.4.2.7 |
| 23 | Providing, lowering, aligning, fixing in position in pipe line, CI D or F Sluice valves straight and pocket less body passage of approved make of following Pressure rating and dia complete, confirming to IS.14846 (amended up to date) and of following specifications. Body, Bonnet, Wedge, Gland, Thrust Plate, Cap and Hand wheel of Grey cast iron of IS.210 or FG200 Stem AISI 410 ,Body Seat ring, Wedge facing ring and Bushes LTB2 or SS , Face to face dimensions as per IS 14846 or 2000 (amended up to date) ,Epoxy ( Non-Toxic suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut Bolt confirming to IS.1363 and IS. 1367 or CS or galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing and jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge. Note. Rates are exclusive of tail piece or dismantling joints and earth work.150 mm HW item no.6.1.1.4 |
| 24 | Providing, Laying, Jointing,Commissioning and Testing of uPVC Pipes confirming to IS 4985.2000 (amended up to date) of Class. 3 in assorted length with uPVC specials.This includes supply of pipes, jointing material, uPVC specials and any other material required for laying of pipes including carting to site and laying of pipes in trenches then jointing with Jointing material or Rubber Rings.This includes uPVC Special like tees,bends, reducer,enlarger,end plug cutting of pipes and making of joints etc. and testing of system, cleaning of site complete job. (Rates are Exclusive of Earth Work and WBM or Chap or Cement Concrete or Bituminious Road cutting, CI Sluice Valve or CI Specials for interconnection with other pipes, if required and including interconnection with existing pipe line, if required) Pipes Nominal Dia. (mm) 90 mm Class 3 item no.4.2.3 |
| 25 | Providing and fixing in position CI Puddle collar (approx.1m length) inside the wall including all material labour as per Technical Specification of concerned IS Code 210.1978 (IS 1538.1993) and as per direction of Engineer.150 mm dia item no.3.11.3 |
| 26 | Providing and fixing of flanged or plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering,laying, aligning, fixing in position at all level or depths in trenches complete including all taxes, material, labour,inside lining,outside coating, testing and commis sioning along with pipe line as per technical specifications and direction of Engineerin charge.MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) item no.1.11.1 |
| 27 | 5.1 Brick masonry with F.P.S.bricks of class designation 75 in foundation and plinth with bricks 5.1.2 Cement mortar 1.6 (1 cement . 6 coarse sand) item no.5.1.2 |
| 28 | 6.17 Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1.3 with machine cut edges 6.17.2 Sand or other approved stone 50mm thick.item no.6.17.2 |
| 29 | 12.3 Plaster on new surface on walls in cement sand mortar 1.6 including racking of joint etc. complete fine finish 12.3.3 12mm thick.item no.12.1.3 |
| 30 | Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation and all RCC Work. c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M.15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti.carbonation paint on the roof Slab.g) Providing and applying three coats of cement based paint on the remaining external surface area of the structure. h) Providing and fixing SS 304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE II and III and SBC18T orsqm 50 KL capacity item no.3.5.1.1 |
| 31 | Contingency Please Enable Macros to View BoQ information |
