Tender For Providing Lis For Sharli Guddi In Gp Sharli Tehsil Kamroo Distt Sirmour (Hp) Under Nabard (Sh:- Construction Of Reinforced Cement Concrete Intake 105000 Litres Capacity , Sump Well 140000 Litres Capacity, Supplying & Erection Of Pumping Machine
Tender Value
5.40 Crore
Estimated cost
Bid Submission
03 Aug 2026
3 days left
EMD
6.16 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sirmaur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Lis For Sharli Guddi In Gp Sharli Tehsil Kamroo Distt Sirmour (Hp) Under Nabard (Sh:- Construction Of Reinforced Cement Concrete Intake 105000 Litres Capacity , Sump Well 140000 Litres Capacity, Supplying & Erection Of Pumping Machinery With Allied Accessories, Construction Of Pump House, Providing, Laying, Jointing & Testing In Tranches Of Glvenized Steel Welded Pipe And Laying And Jointing Of Gi Pipe Of Various Dia. In Rising Main And Construction Of Anchor Block , 4 Nos. Delivery Tanks 281600 Ltr. Cap. At Node F, 197316 Ltr. Cap. At At Node D , 135780 At Ltr. Cap. At Node G And 64484 Ltr. Cap. At Node H ) Job-1 Estimated Cost:-54079077- E/Money:- 616000 /- Time:- 1 Year
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Jul-2026 | Corrigendum | Technical Bid | 03-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Centrifugal Pumping Machinery for Phase-1 |
| 2 | Supply, erection, testing & commissioning of horizontal spindle, horzontal split casing radial slit single /multistage centrifugal pumps of KSB/ Mather & Platt/ Jyoti/ Kiroskar /Beaconweir/ BS & BE conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handel clear water having characteristics as mentioned below in ltem no 1(A), with impelleres,casing ring priming funnels & shaft sleeves of bronze , shaft of steel of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel/ Mild steel to BHEL/ Kirlokar/ NGEF/Crompton/Siemen /jyoti/GEC make slip ring /squirrel cage screen protected drip proof 3 phase induction electric motor of minimum efficiency level of IE 2.0 or heigher suitable for operation on the data given below i/c the cost of all the accessories in all leads and lifts & carriage at the site sites as per direction of Engineer-in - charge. :- |
| 3 | Total Head - 420.2 mtrs |
| 4 | Capacity of pump - 13.79 LPS |
| 5 | Dia of R/Main - 150 mm |
| 6 | Length of R/main - 1527 mtrs |
| 7 | 2 X 130 HP =260 HP |
| 8 | Supply & erection of suitable direct on line/oil immersed star delta /ATS/stator rotor starter of standard make such as MEI/Kilburn/Jyoti/ Siemens/Larson & Tubro conforming to BIS-8544-1979 latest with up to date ammendments for squirrel cage/slip-ring motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot,time lag,under voltage release with initial oil filling . |
| 9 | Providing M.S. sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle Iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessories with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer-in-Charge. tc. make:-Reputed ISI marked make or approved by the technical committee of the department 1 No. |
| 10 | Ammeter AC supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 1248-1983 latest with upto date ammendments. |
| 11 | Voltmeter A.C. Supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 4064-1978 with upto date ammendments. |
| 12 | ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB. |
| 13 | Busbar chamber having 3 copper bars of suitable rating for full length equal to width of board of 3 live phases and one copper bar of half rating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with 5578-1985 all latest with upto date amamendments. . |
| 14 | MCB/Oil circuit breaker of suitabe capacity of Kilburn/L.T./LK/MEI/Standard make on in coming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release. |
| 15 | 3 Phase indicating lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with upto date ammendments. |
| 16 | Earth leakage circuit breaker of recomended (Kilburn/L&T/MET/GEC as per BIS-2516-1977 with upto date ammendments and of suitable range with which should have control box, oprating handed and trip/reset bush button on/off indicators, re-indicating off spring condition of the circut breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/of breaker load side. |
| 17 | Hour run meter of reputed make of four digit capacity conforming to BIS-722 (latest edition)/recommendations. |
| 18 | Suitable three phase voltage monitor relay with all protections & usual indicators with electrical sirens against single phasing no voltage high voltage & overloading & phase voltage difference. |
| 19 | Change over switch of reputed make & suitable capacity |
| 20 | Single phase preventor of reputed make & suitable cacpacity. |
| 21 | Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/KSB make of Cast steel double flanged sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentioned in item No. 1 (a) + surge pressure & conforming to API-standards with up to date ammendments for delivery line of pump. Class of valve shall be ASA- 600. |
| 22 | Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader / KSB make of suitable size cast steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentioned in item No. 1 (a) + surge pressure & conforming to API- standards with up to date ammendments for delivery line of pump . Class of valve shall be ASA 600. |
| 23 | Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader / KSB make of suitable size cast steel double flanged swing check type reflux valve conforming to API- standards with up to date ammendments for R/Main as mentioned in item No. 1 (C) for withstanding nominal seat pressure as per item No. 1 (a) + surge pressure . The size of reflux valve shall be equal to size of rising main and the same will be provided with suitable bye pass arrangements Class of valve shall be ASA 600 and shall be 150mm dia meter. |
| 24 | Supply & fixing at site of Leader / KSB/ Kirlosker make Cast iron double flanged sluice valve (in case suction is +ve) for suction pipe having size one or two size larger than suction size of pump such that velocity of flow in suction pipe is not more than 3.00 myr/sec and confirming to BIS standatds with up to date ammendments Class of valve shall be PN 1.60 |
| 25 | P/L & fixing suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from meter of HPSEB to circuit breaker & from circuit breaker to bus bar switch & starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. |
| 26 | P/L & fixing suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part I)-1988 or latest with up to date ammendments of Siemen/ Gloster /ICC/ EICO/National / IEC make from switch to starter & starter to motor (one cable carrying all three phases) including all other electrical equipment /accesories such as thimbles,flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor.The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. |
| 27 | P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments suitable for above motors & other electrical equipments. |
| 28 | Supply & errection of floor/wall mounted power factor shunt capacitor of suitable KVAR conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer). |
| 29 | Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such as Fiebeg/Bourden/ Precision/PREGA with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 or latest with up to date ammendments. |
| 30 | P/F double flanged suction, delivery pipe & common header considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no. 1 (E)-(ii). & flanges to be used for jointing shall be capable to sustain pressure mentioned of 1E(ii) |
| 31 | Centrifugal Pumping Machinery for Phase -2 |
| 32 | Supply, erection, testing & commissioning of horizontal spindle, horzontal split casing radial slit single /multistage centrifugal pumps of KSB/ Mather & Platt/ Jyoti/ Kiroskar /Beaconweir/ BS & BE conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handel clear water having characteristics as mentioned below in ltem no 1(A), with impelleres,casing ring priming funnels & shaft sleeves of bronze , shaft of steel of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel/ Mild steel to BHEL/ Kirlokar/ NGEF/Crompton/Siemen /jyoti/GEC make slip ring /squirrel cage screen protected drip proof 3 phase induction electric motor of minimum efficiency level of IE 2.0 or heigher suitable for operation on the data given below i/c the cost of all the accessories in all leads and lifts & carriage at the site sites as per direction of Engineer-in - charge. :- |
| 33 | Total Head - 685.86 mtrs |
| 34 | Capacity of pump - 16.43 LPS |
| 35 | Dia of R/Main - 250 mm |
| 36 | Length of R/main - 2403 mtrs |
| 37 | 4 X 250 HP =1000 HP |
| 38 | Supply & erection of suitable direct on line/oil immersed star delta /ATS/stator rotor starter of standard make such as MEI/Kilburn/Jyoti/ Siemens/Larson & Tubro conforming to BIS-8544-1979 latest with up to date ammendments for squirrel cage/slip-ring motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot,time lag,under voltage release with initial oil filling . |
| 39 | Providing M.S. sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle Iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessories with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer-in-Charge. tc. make:-Reputed ISI marked make or approved by the technical committee of the department 1 No. |
| 40 | Ammeter AC supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 1248-1983 latest with upto date ammendments. |
| 41 | Voltmeter A.C. Supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 4064-1978 with upto date ammendments. |
| 42 | ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB. |
| 43 | Busbar chamber having 3 copper bars of suitable rating for full length equal to width of board of 3 live phases and one copper bar of half rating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with 5578-1985 all latest with upto date amamendments. . |
| 44 | MCB/Oil circuit breaker of suitabe capacity of Kilburn/L.T./LK/MEI/Standard make on in coming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release. |
| 45 | 3 Phase indicating lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with upto date ammendments. |
| 46 | Earth leakage circuit breaker of recomended (Kilburn/L&T/MET/GEC as per BIS-2516-1977 with upto date ammendments and of suitable range with which should have control box, oprating handed and trip/reset bush button on/off indicators, re-indicating off spring condition of the circut breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/of breaker load side. |
| 47 | Hour run meter of reputed make of four digit capacity conforming to BIS-722 (latest edition)/recommendations. |
| 48 | Suitable three phase voltage monitor relay with all protections & usual indicators with electrical sirens against single phasing no voltage high voltage & overloading & phase voltage difference. |
| 49 | Change over switch of reputed make & suitable capacit |
| 50 | Single phase preventor of reputed make & suitable cacpacity. |
| 51 | Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/KSB make of Cast steel double flanged sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentioned in item No. 9 (a) + surge pressure & conforming to API-standards with up to date ammendments for delivery line of pump. Class of valve shall be ASA- 600. |
| 52 | Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader / KSB make of suitable size cast steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentioned in item No. 1 (a) + surge pressure & conforming to API- standards with up to date ammendments for delivery line of pump . Class of valve shall be ASA 600. |
| 53 | Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader / KSB make of suitable size cast steel double flanged swing check type reflux valve conforming to API- standards with up to date ammendments for R/Main as mentioned in item No. 9 (C) for withstanding nominal seat pressure as per item No. 9 (a) + surge pressure . The size of reflux valve shall be equal to size of rising main and the same will be provided with suitable bye pass arrangements Class of valve shall be ASA 600 and shall be 250mm dia meter. |
| 54 | Supply & fixing at site of Leader / KSB/ Kirlosker make Cast iron double flanged sluice valve (in case suction is +ve) for suction pipe having size one or two size larger than suction size of pump such that velocity of flow in suction pipe is not more than 3.00 myr/sec and confirming to BIS standatds with up to date ammendments Class of valve shall be PN 1.60 |
| 55 | P/L & fixing suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from meter of HPSEB to circuit breaker & from circuit breaker to bus bar switch & starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. |
| 56 | P/L & fixing suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part I)-1988 or latest with up to date ammendments of Siemen/ Gloster /ICC/ EICO/National / IEC make from switch to starter & starter to motor (one cable carrying all three phases) including all other electrical equipment /accesories such as thimbles,flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor.The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. |
| 57 | P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments suitable for above motors & other electrical equipments. |
| 58 | Supply & errection of floor/wall mounted power factor shunt capacitor of suitable KVAR conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer). |
| 59 | Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such as Fiebeg/Bourden/ Precision/PREGA with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 or latest with up to date ammendments. |
| 60 | P/F double flanged suction, delivery pipe & common header considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no.9 (E)-(ii). & flanges to be used for jointing on delivery side & common header shall be capable to sustain pressure mentioned of 9 E(ii) |
| 61 | Rising Main & Civil Works |
| 62 | Excavation in drain and channels etc. in earth work in all kind of soil such as Kankar Moorum, Shingles, conglomerate saturated soil decomposed or soft rock and hard rock by blasting by (where blasting prohabitated ) including dressing of sides and beds disposing of excavated earth with all leads and lifts disposed earth to be leveled and neatly dressed and then returning the stacked soil into foundation and trenches, etc, including ramming and consolidation the same wherever required with all leads & lifts and including jungle clearance and as per direction of the Engineer-in-Charge. |
| 63 | Providing laying. jointing ,testing and commissioning at site in trenches beveled ended galvanized steel pipe of Grade L360 or X 52 as per specifications confirming to IS /1SO-3183-2007 or Latest with upto date amendments having minimum wall thickness as specified below& capable of withstanding required test pressure as prescribed in IS/ISO code in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with up to date amendments (leak proof) in three layers at site of work with welded rods of Advani/ oeriliken make 1ST marked ( welded rods 3rmm to 4 mm ) and all allied accessories whatever required for welding at site tail pieces, tee bends & other special manufactured from parent pipes as applicable to the particular each and of approved specification as per site condition and cutting of piped wherever required as per site requirement including carriage in all leads & lifts and as directed by the engineer in charge. The pipe shall have zinc coating inside & outside confirming o IS-4736-1986 or latest with up to date amendment & shall be engaged with MSERW pipe Grade L360/X52 the laying shall confirm to BIS 5822-970 or latest with up to date amendments to the entire satisfaction of Engineer -In- Charge. ( Earth work & cost of MS Flanges after100 meter length shall be measured & paid for separately. ) including all leads lifts and carriage of material at site as per direction and to the entire satisfaction of the Engineer- In- charge. |
| 64 | Phase -1 from Pump House to DT 1 |
| 65 | Dia From RD to RD wall thicness Grade |
| 66 | 150mm 00 1200 4.80 L-360 or X 52 |
| 67 | Phase -2 from Pump House to DT 2 |
| 68 | 250mm 00 300 7.90 L-360 or X 52 |
| 69 | 250mm 300 600 7.10 L-360 or X 52 |
| 70 | 250mm 600 900 6.40 L-360 or X 52 |
| 71 | 250mm 900 1500 5.60 L-360 or X 52 |
| 72 | 250mm 1500 2403 4.80 L-360 or X 52 |
| 73 | Providing. welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 |or latest with un to date amendments to Galvanized steel/GI Pipes after every 100 METERS or as per site requirement including cutting of of Pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relevant IS Code i.e. IS 816- 1969 or latest, as applicable with up to date amendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date amendments including packing sheet i.e. asbestos fiber sheet minimum 3mm thick and painting with anticorrosive paints Complete in all respect including all leads and lifts and as per entire satisfaction of Engineer- in- charge. |
| 74 | Dia From RD to RD Length FT |
| 75 | Phase -1 from Pump House to DT 1 |
| 76 | 150mm 00 300 300 34 |
| 77 | 150mm 300 900 600 28 |
| 78 | 150mm 900 1200 300 17 |
| 79 | 150mm 1200 1527 327 5 |
| 80 | Phase -2 from Pump House to DT 2 |
| 81 | 250mm 00 300 300 38 |
| 82 | 250mm 300 1200 900 34 |
| 83 | 250mm 1200 2100 900 28 |
| 84 | 250mm 2100 2400 300 11 |
| 85 | Laying, jointing, testing & commissioning at site in trenches following plain ended GMS pipes of heavy/medium grades as under conforming to BIS/ 1239 PART-1 1990 or latest with upto date amendements capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. |
| 86 | RM 1 from Pump House to DT 1 |
| 87 | Dia From RD to RD Length Grade |
| 88 | 150mm 1200 1500 300 GI(H) |
| 89 | 150mm 1500 1527 27 GI(M) |
| 90 | Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge |
| 91 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material and as per the directions of Engineer-in-charge. |
| 92 | Providing & laying cement concrete 1:3:6 (1cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. |
| 93 | Providing and laying cement concrete work G \\"M 30\\" excluding cost of form work and reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer incharge. in charge. |
| 94 | Foundation footing bases of columns & mass concrete. |
| 95 | In suspended floor, roofs etc upto floor two level |
| 96 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 97 | Wall (any thickness but not less then 0.10 thick) attached pilasters, buttress and the like |
| 98 | Providing and laying cement concrete of using concrete mix of \\"M 30\\" with stone agg. 20mm & down guage nominal size & curing complete) excluding cost of form work and reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer incharge. in charge. |
| 99 | Foundation and plinth |
| 100 | Foundation footing bases of columns & mass concrete. |
| 101 | Wall (any thickness but not less then 0.10 thick) attached pilasters, buttress and the like |
| 102 | Wall (any thickness but not less then 0.10 thick) attached pilasters, buttress plinth and string course etc. from top of foundation level upto floor two level |
| 103 | P/L CC 1:6:12 1cement:6 sand:12 graded aggregates 40mm nominal size curing complete excluding cost of form work infoundation & plinth |
| 104 | Random rubble masonry / polygonal rubble masonry(Uncoursed/ brought to course) with hard stone ofapproved quality in foundation and plinth including levelling up with cement concerete 1:6:12 (1Cement:6 Sand : 12 Graded stone aggrete of 20 mm nominal size) in cement mortar 1:6 (1cement:6Sand ) in foundation and plinth i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect |
| 105 | Brick work using common burnt clay building bricks (2nd class) in super structure above plinth level upto floor two level in cement mortar 1:4 (1cement:4 sand) in all leads and lifts. |
| 106 | Half brick masonry in cement mortar 1:4(1:cement:4 sand )including all leds lifts & carriage of materials & complete in all respect |
| 107 | Providing wood work in frames of doors, windows,clearstorey windows and other frames wrought,framed and fixed in position in Ist class Deodar wood as per direction of the Engineer Incharge |
| 108 | Providing & fixing panelled glazed or panelled & glazed shutters for doors windows and clerestory windows including black enamelled iron butt hinges with necessary screws in 2nd class deodar wood (40 mm thick) |
| 109 | Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- |
| 110 | foundation and plinth i/c all leads, lifts and carriage of material etc |
| 111 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 112 | Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- |
| 113 | Foundation footing bases of columns & mass concrete. |
| 114 | Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth. |
| 115 | Vertical surface such as walls (any thickness) |
| 116 | Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness. |
| 117 | Edge of slab and break in floor 20 cm wide |
| 118 | Prov.in RCC work smooth finishing of 6mm cement plaster the exposed surface with cement mortor1:3(1cement :3 sand |
| 119 | Providing Mild steel/Tor steel reinforcement for R.C.C. work including bending binding and placing in position complete up to floor two level including all leads and carriage of material at sit and as per direction of the Engineer -in Charge |
| 120 | Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter. |
| 121 | Providing, laying and jointing in trenches galvanised mild steel steel tubes(light grade ) tube fittings( earth work in trenches to be measured and paid for separately) for scoure and over flow pipe with all leads and lifts. |
| 122 | 50mm dia (L) |
| 123 | 150 mm dia.(L) |
| 124 | Supply & fixing at site of Leader / KSB/ Kirlosker make Cast iron actuated motarised double flanged actuated motarised sluice valve (in case suction is +ve) for suction pipe having size one or two size of pump such that velocity of flow in suction pipe is not more than 3.00 myr/sec and confirming to BIS standatds with up to date ammendments Class of valve shall be PN 1.60 |
| 125 | 150mm |
| 126 | Supplying and fixing cast iron cover with frames for main holes of size 500mm internal dia meter C.I. Cover (Medium) duty the weight of cover to be not less than 116 kg including all leads, lifts and carriage of material at site and as directed by the Engineer in charge |
| 127 | Kota stone slab flooring 20 mm (average) thick base of cement mortor (1:4) (1cement:4 sand)laid over and joinedwith grey cement slurry mixed with pigment to match shade of the slab including rubbing and polishing complete 25mm thick |
| 128 | 15 mm thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in Cement Mortar at site 1:4 (1 Cement: 4 app. Sand) including all leads, lifts and carriage of material at site and as directed by the Engineer incharge i/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge |
| 129 | 20 mm thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in Cement Mortar at site 1:6 (1 Cement: 6 app. Sand) including all leads, lifts and carriage of material at site and as directed by the Engineer incharge i/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge |
| 130 | 6mm thick cement plaster to ceiling in cement mortar 1:3 ( 1 cement : 3 sand) including all leads , lifts and carriage of material at site and as directed by the Enginner Incharge. |
| 131 | Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts. |
| 132 | Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts. |
| 133 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter. |
| 134 | Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials. |
| 135 | Providing and fixing M.S.fan clamp(Type-I) of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete. |
| 136 | Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge. |
| 137 | Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete |
| 138 | Sliding door bolts 250x16mm. |
| 139 | M.S. tower bolts (Barrel type) leads and lifts. 200x10mm. |
| 140 | M.S. tower bolts (Barrel type) leads and lifts. 100x10mm. |
| 141 | M.S. handles 125mm dia |
| 142 | M.S. handles 100mm dia |
| 143 | Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill. |
| 144 | Boulder/stone filling behind the retaining wall including entire carriage of material upto all leads and lifts. |
| 145 | Providing under layers for plinth protection of 75 mm thick ( unconsolidated) bed dry brick/stone aggregated 40 mm nominal size will rammed 7 consolidated & grouted with fine sand including preparation of gruond. |
| 146 | Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials. |
| 147 | Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge. |
| 148 | Steel work welded in built up section, trusses and framed work ,including cutting, hoisting fixing in position and applying a priming coat of red lead paint. In grating, framed guards, bars ladders, railling & simillar works |
| 149 | Providing and fixing of clamps and nut bolts of required size complete in all respect Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 03, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysTender Documents
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