Tender For Pdna Works Under Lwss Bagli Chalali In Tehsil Pragpur Distt. Kangra (Hp ) (Sh:- Construction of Reinforced Cement Concrete Infilteration Gallery, Construction of Reinforced Cement Concrete Storage Tank Of 100000 Ltr Capacity & Supply And E
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Aug 2026
6 days left
EMD
57820
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
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Not Available
Quantity
Not Available
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Project Description
Tender for Pdna Works Under Lwss Bagli Chalali In Tehsil Pragpur Distt. Kangra (Hp ) (Sh:- Construction of Reinforced Cement Concrete Infilteration Gallery, Construction of Reinforced Cement Concrete Storage Tank Of 100000 Ltr Capacity & Supply And Errection Of Pumping Machinery )
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers, when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. Earth work without dewatering |
| 2 | Earth work with dewatering |
| 3 | Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. |
| 4 | Providing and laying cement concrete 1:1.5:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. |
| 5 | Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge. |
| 6 | Suspended floor,roofs,landing & shelves & their support balconies, beams, girders, bressumers & cantilever upto floor level with in all leads and lifts as per the direction of Engineer-in-charge. |
| 7 | Arches upto floor two level with in all leads and lifts as per the direction of Engineer-in-charge. |
| 8 | Providing and laying no fine concrete 1:4(1 cement: 4 stone aggregate) with in all leads and lifts complete in all respect. |
| 9 | Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30*30*5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in- a) Vertical surfaces such as walls (any thickness) partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge |
| 10 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc. up to 20 mm in thickness including all leads and lifts complete in all respect. |
| 11 | Providing in reinforcement cement concrete work smooth finishing of the exposed surface with cement mortor 1:3 (one cement to 3 sand) within all leads and lifts as per the direction Enginner-in-charge. |
| 12 | Providing and laying cement concrete 1:2:4 (1cement, 2 sand, 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for RCC work in :- a) Suspended floors, roofs, landing and shelves and their supports balconies, beams, girder, bressumers and cantilever up to floor-2 level with in all leads and lifts complete in all respect. |
| 13 | Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :- a) Arches upto 6.00 mts.span with in all leads and lifts complete in all respect. |
| 14 | Providing tor steel reinforcement for RCC work including bending binding and placing in position with in all leads and lifts complete in all respect. |
| 15 | Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge. |
| 16 | Providing, Laying and jointing in trenches galvanised mild steel tubes,tube fitting (L/M Class) of various dia. ( Earth work in trenches to be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge. a) 150 milimetre dia. |
| 17 | b) 100 milimetre dia. |
| 18 | Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) a) 150 milimetre dia. |
| 19 | b) 100 milimetre dia. |
| 20 | Construction of chamber for sluice valve with C.I.surfaces bex 100 milimetre top dia 160 milimetre bottom diametre and 180 milimetre deep with chained lid and reinforcement cement concrete top slab 1:2:4(One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size)120 milimetre thick foundation bes concrete 1:5:10(One cement is to five sand is to ten graded stone aggregate 40 milimetre nominal size)and in side cement plastering 1:3(One cement is to three sand)finished with a floating coat of neat cement including curing complete with 300 milimetre thick wall of squared rubble masonry with hard stone of approved quality in cement mortar 1:6(One cement is to six sand)as per the direction of Engineer-in-charge within all leads and lifts size 600x600x750 with 150 milimetre thick wall of reinforcement cement concrete 1:2:4. |
| 21 | Prov. & fixing SFRC Man hole cover with frame having frames size of 500 mm internal dia.should not be less than 100kg with locking arrangement complete in all respect |
| 22 | Stone filling/ soling under floor within all leads and lifts direction by the Engineer-in-charge. |
| 23 | Pumping Machinery Raw Water submersible KRTE pump set with allied accessories. Supply of submersible pumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Sabar/ Seerex /Johnston / Amrut,/ Hindustan / Lubi / Groundfos confirming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ; 5659-1978 with upto date amendments, suitable for raw / clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to submersible motor of same as that of offered submersible pump make confirming to BIS ;9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear tear.It should also be fitted with a device to make up expantion of water with heating of motor. The pumpset should include water level guard i/c cable ,errection clamps, cable clips and depth gauge etc. and suitable for opertion on data given below. i) Discharge =( Q) 3.71 LPS ii.) Total Head =( H) 167.35 Mts. a) SWL in P/well = 651.00 Mtr. bgl. c) R.L. point of discharge = 780.50 Mtr. d) Seasonal fluctuation + draught condition + bowl assembly. 3.00 Mtrs. e) Drawdown in Tubewell 2 Mtrs. f) R.L of lowest point of pumpset installation =651.00 Mtrs. g) Static Column lift = 129.50 Mtrs.iii) Rising main. Column Pipe. Length 2190 Mtrs. Length=12 mtrr. Dia meter. 80 mm Dia 80mm Class GMS ( M) Class GMS. (M) iv) Pumping hours = 8 hours , v) Altitude of installations above M.S.L. __________Mtr. vi) Characteristic of water. a) Temperature _______ Deg Cel. b) Turbidity ________JTU., c) Allkanity. ___________mg/ l Ca Co3 d) Size of solids ____________mm e) others vii) Depth of P/well = 12 Mtr. viii) Dia of P/ well assembly 12m ix) Length of assembly pipe. meter x) Dia of housing pipe 100 mm xi) Length of housing pipe. meter OPERATING CONDITIONS.I) Type of Current :- A.C.Three Phase. ii) Frequency:- 50 Cycles /Sec. iii) Rated Voltage 415 +/- 15 % Volts. iv) System of earthing: Double Loop earthing as per BIS 3843-1987 Latest. v) Speed of Revolution ____________ RPM 2900 MOTOR. i) Ref. to BIS code BIS 9283-1979 with upto date amendments. ii) Type of enclosure of motor: As per BIS ; 4691-1985 ( latest ) iii) Mechanical out put in H.P. iv) Class of insulation :Class B The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations. PUMP i) Ref. to BIS code ; BIS ; 5659-1978 with upto date amendments ii) Drive Type: Electric driven. iii) Operating Range: -15 % to+10 % of Total head at duty point. iv) Deliver size of Pump : ________( To be quoted by tenderer.) |
| 24 | Providing ICTP Main Switch with HRC fuses of L&T/ Havells/ Standard / Kilburn / Siemens make and having capacity 30% extra of the operational rating as per IS : 13947-P I & II with upto date amendments. |
| 25 | Providing MS Sheet steel fabricated floor mounted closed ( Almirah type ) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections. |
| 26 | OCB of kilburn / L&T / Havells / Standard make of suitable capacity on incoming feeder with or without intial oil filling as the case may be with neutral linked under voltage releases as per IS ; 2516-1985 with upto date amendments. |
| 27 | ELR of recommended make L&T / Havells / Standard as per IS ;2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. |
| 28 | The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage, reverse phasing, overloading and phase voltage difference as per IS; 3842 ( Latest Edition ) |
| 29 | A.C. supply, voltmeter of recommended make IMP / Havells / A.E / L&T of suitable range with selector switches as per IS ;1248-1983 with latest amendments. |
| 30 | AC supply ammeter of IMP/ Havells / A.E/ L&T make of suitable range with selector switches and CIS operated as per IS :1248 ( P-I&II ) -1983 with upto date amendments. |
| 31 | Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three line phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS ; 8084-1976 and IS :11353-1985 read with BIS ; 5578 -1985 with upto date amendments including. Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452 ( P- I&II) with upto date amendments. |
| 32 | Capacitor of BHEL / GEC / L&T /Mecheil make as per IS ; 2834-1968 with upto date amendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter / IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB. |
| 33 | Providing suitable oil immersed ''Star Delta Starter of L&T/ Havell,s/ IMP/ BHEL / MEI / Kilburn make as per IS : 13947-II with upto date 'amendments for Squirrel cage / Slipring motor mounted on panel board with magnetic 'type overload release and dashpot, time lag, under voltage release, with or without 'initial oil filling as the case may be with single Phase preventor as per IS ;1248 ( P-V ) 1983 with up to date amendments. |
| 34 | Providing double flanged Cast Iron Sliuce valve of Leader / Kirloskar make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS 780-1992(Cast iron) with latest ammendments PN 1.60 For Column Pipe 80 mm dia |
| 35 | Providing double flanged swing type cast iron Reflux valve of Kirloskar / Leader make having Bye pass arrangement on the delivery line of the of the Pump and capable of withstanding normal Seat Pressure as per IS :5312-1984 (P-I) (Cast Iron) with latest ammendments PN 1.60 for R/main. 80 mm dia. |
| 36 | Providing pressure gauge of Prega / Precision / Fiebig make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements |
| 37 | Supply of PVC jointless,flat water proof cable as per BIS 694-1998 latest with upto date ammendments suitable for the pumpsets offered from MCB to motor including all other electrical equipments / accessories such as thimble, flexible pipe, solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor.The type, size and make shall be subject to approval of HPSEB authorities. cable size 10mm2 |
| 38 | Providing & Lowering GMS Column pipe for assembly 80 mm dia including providing and fixing of MS flanges' of Table 17 as per IS : 6392-1971 with upto date amendments, rubber / asbestos gasket of min.3 mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 .The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No. 5 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction of Rising main . The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge. |
| 39 | Installation of all items appearing at Sr.No 16 to 24 as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge. |
| 40 | Providing and laying copper PVC insulated armoured power cable (one cable carrying all the three phases) of suitablle size and capacity to motors and all other electrical equipments as per IS ;1554 (P-I) 1988 or latest with upto date amendments of Seimen /Gloster / IEC / ICC / EICO / National / Grandlay make including all othe accessories such as thimble, flexible pipes, solder nuts and bolts,cable glands etc.laid in pipes of trenches under floor. |
| 41 | Providing and fixing double loop earthing with G.I. Flat 32x 6mm thick electrode complete with material such as thimble, nuts and bolts, charcoal, salt, 25x5mm strip as per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. a) i) G.I.flat 25x3 mm 15 HP to 80 HP Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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