Tender For Providing Fecal Sludge And Septage Management (Fssm) Co-Treatment For Rewalsar Town In Distt. Mandi H.P. (Sh:- Establishment Of Fssm Co-Treatment Capacity 11 Kld Along With Existing Sewerage Treatment Plant) Rs. 42,98,956 /- Only
Tender Value
42.98 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
3 days left
EMD
86000
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Fecal Sludge And Septage Management (Fssm) Co-Treatment For Rewalsar Town In Distt. Mandi H.P. (Sh:- Establishment Of Fssm Co-Treatment Capacity 11 Kld Along With Existing Sewerage Treatment Plant) Rs. 42,98,956 /- Only
BOQ
| Sl. No. | Item Description |
| 1 | Cutting in earth work and disposal of excavated earth in all kinds of soil in pick work, jumper work and blasting work complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 2 | Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work,blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15cm.layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surplus excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 3 | Providing and laying cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregated 40 mm nominal size ) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 6 | Boulder filling Under foundation / behind breast wall complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for all heights. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 8 | Suspended floors, roofs, landings, balconies and access platform complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 9 | Edges of slabs and breaks in floors and walls Under 20 cm wide complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : :1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size). 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 13 | Providing and fixing of steel/fiber reinforcement concrete (SFRC) man hole cover and frame, conforming to IS-12592-Part-I 1998 with with latest ammendments 560mm dia medium duty complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 14 | Providing, Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters class K7 with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (S&R quality) conforming to IS-92820-1989 complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. 200MM Dia. |
| 15 | Providing & fixing C.I flanged sluice valve as per IS 14846/2000 of nominal pressure and designation PN -1 with cap :Leader Make 200 mm dia complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 16 | Providing & fixing Electric Chain Chain Pully 1 Tonne complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 17 | Steel work welded in built up sections,trusses and framed work including cutting,hoisting, fixing in position and applying a priming coat of red lead paint :-in gratting,framed guard bar, ladders,railing brackets and similar works complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 18 | Providing, laying, jointing and testing of Ductile Iron pipe flanged joint pipes with CML including cost of bends complete as per IS: 8329-2000 class K-9 as per dimensions, weight and pressure of 1.75 Mpa. complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge. DI Flanged Pipe Class K-9, 150 mm dia, PN-16. \\" |
| 19 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size) complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 20 | Providing and fixing New generation energy saving & environmental friendly, long life, High-pressure die-cast aluminium housing Flood Light with toughened Glass cover. 50W LED of reputed make and other fittings etc.complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 21 | Providing and fixing Havells PVC insulated and PVC Round Sheathed, Multicore Annealed Bare Copper Conductor (flexible) industrial cable for Voltage Grade 1100 Volt, Conforming to IS 694 : 2010 of 1.50 Sqmm complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 22 | Providing suitable raw water submersible raw water KRTE pump set capable of handling high thread turbidity of KSB/ BE/ Leader/ Crompton make single and open impeller raw water handling pump confirming tolatest BIS code.The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having oil/ grease packed bearings and stainless steel shaft,woundstator on motor side with shaft protection sleeves on pump side ensuring better life for shaft .The impeller of pump shall be directly mounted on extended submersible sq. cage motor shaft conforming to BIS-9238-1979 with upto date ammendments of 2900 RPM,totally dust & weather proof with detach able pump casing for easy inspection with double mechanical seal grease/ oil lubricated and provided with stainless steel thrustbearing plate to withstand vertical load with minimum wear & tear .It should be fitted with device to take up expension of water on heating of motor & suitable for operation on 415 +/-10% volts 3 phase 50 C/S AC supply.The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/duck foot bend ,steel guide wire with mounting hook lowering chain and standard accessories as supplied by the manufacturers complete and suitable for fulfilling the the following requirements:- |
| 23 | Location of site- About 2 Kms. from Rewalsar near Chalahar village. The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 mtrs-. Altitude of place is 800 mtr above MSL. Type of current- AC three phase with frequency of 50 cycle/second.. Rated voltage-415(+ / -) 10% .Type of water : (Raw/Treated)- Raw water. Charatristics of water - a) Temperature - 20oC, b) Turbidity :- During rainy season = 6000 PPM, Other Season := c) PH _ d) Hardness Mg./litre(as CaCO.) e) Total solids Mg./litre f) Others, Depth of tank/well- metre, L.W.L. in tank/sump well.………………, Centre line level of pump.………….metre,Max draw down…………… metre , Discharge level of highest point.………………….metre,Nos. of pump required - 2 Number pump, Capacity.5.00 LPS for each pump.,Static head in meters-20.00 Meter.,Total head in meter. ………….. Meter,Length of rising main- 75 metre, Dia of Rising main-150 mm dia D .I pipe. Class K-9,Pumping hours per day- …………..hours,Limits of pump operation- (-) 25% to (+) 10% of total head at duty point., HP of motor/drive unit- Required BHP of pump at (+) 10% & (-) 25% of total or BHP with following margins/multiplying factor at duty point,whichever is higher, a) Upto 2 H.P. = 1.50,b) 2 to 5 H.P. = 1.40 c) 5 to 10 H.P.= 1.30, d) 10 to 20 H.P. = 1.2 H.P., e)20 to 100 HP = 1.15 H.P., f) Above 100 HP = 1.10 H.P. R.P.M. of pump (2900/1450 RPM)- 2900 RPM (to be quoted by tenderer), Test Run- 20 hours contiinueously for 7 days., NPSH available. . |
| 24 | Control panel including starter for both pumps as per KSB /BE/Ledder/ Crompton and having protection of motor on occurance of faults(Tripping on occurance of fault (s) i.e. Moisture , high motor temperature , dry running , reverse rotation, single phasing , voltage imbalance, overload and short circuit and indication thereof by glowing fault lamp, fitted with following comonents:- |
| 25 | Powder coated steel fabricated enclosure of suitable size to accommodated the following accessories:- |
| 26 | Shnider (Simpact) L&T Havells/ Standard make MCCB in MAINS on incomer side with trip and re set button |
| 27 | Shinder/Siemens make phase indicating lamps |
| 28 | Logestic or similar superior make 300 VA transformer |
| 29 | Conzerv make digital VIF meter having direct digital display of ampere, voltage and frequency with selector switch and CTs where ever required (all perameters displaying in one meter only). |
| 30 | AUTO/MANUAL switch salzer/L&T/Kaycee make |
| 31 | 3 Nos contractor of spercher + schuh/L&T/Schnider make for star delta starting. |
| 32 | O/L relay of sepercher + schuh/L&T/Schnider make |
| 33 | Star-Delta timer. |
| 34 | Single phasing preventor |
| 35 | On/trip indicating light Schnider/Siemens make |
| 36 | Control MCB Schnider/Havells/Standard/Siemens make |
| 37 | Push BT Schnider/Siemens/L&T make |
| 38 | Terminals phonix make |
| 39 | RCB of legrand/Siemens/Havells make |
| 40 | Hour run meter of CE/Kaycee make |
| 41 | Supply of Kirloskar/Leader make of cast iron double flanged sluice valve of 200 mm dia delivery side class PN- 1-6 capable of with standing nominal seat pressure of 16 kg/cm2 as per BIS-780-1984 with upto date amendments (Latest additation).Note: The drawing of panel board shall be subject to approval of Engineer-in-charge. |
| 42 | Supply of Kirloskar/Leader make 200 mm dia cast iron double flanged swing check type reflux valve having bye pass arrangement and size equal to dia of rising main for withstanding nominal seat pressure of 16 kg/cm2 class PN-1.6 as per BIS - 780-1984 ( part -1) latest with up to date ammendments. |
| 43 | Providing & laying 6.00 Sq mm copper PVC insulated armoured power 3-1/2 core cable conforming to BIS: 1554(P-1)1988 or latest with upto date ammendments of Finolex make from meter of HPSEB to OCB & from OCB to busbar switch & starter ( one cable carrying all three phases ) including all other electrical equipment accessories such as thimbles, flexible, pipes, solder,nuts & bolts, cable glands etc. laid in pipes or tranches under floor.The type size & Make will be subject to approval of HPSEB authorities. In case of non acceptancy by HPSEB authorities it shall have to be replaced by the tenderer free of cost |
| 44 | a. On supply side of 3:1/2 core (from HPSEB meter to switch & starter) = 15 metre.of size 4 mm2 |
| 45 | b. On motor side of 3 core (from HPSEB meter to switch & starter) = 30 metre.of size 2.5 mm2 |
| 46 | Providing and laying double loop earthing with SWG 7 G.I. wiring and copper plate 600x600x3mm thick electrode complete with material such as charcoal,common salt,G.I.pipes.thimbles,nuts & bolts,digging of pits,GI wiring & 25x3mm copper strips required capacity conforming to BIS 3043-1987 latest with upto date ammendments for above motor & other electrical equipments complete in all respect. |
| 47 | Supply & errection of floor / wall mounted power factor Shunt Capacitor conforming to BIS 2834-1986 latest with up to date ammendments GEC/L&T/Siemen/Havells make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually, of 2x2 KVAR according to HP of motor offered including cable L&T/Standard/Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses with upto date ammendments. |
| 48 | Supply of 200 mm dia circular dial pressure gauge of suitable range of Fiebig/Bourden/PREGA/Precision make complete with all accessories such as stop cock copper tubging etc. conforming to Bis 3624-1987 latest with upto date ammendments. |
| 49 | Providing and laying .Column assembly of GI pipe 4.80mm thick with flanged Table-17 & considering site requirement and having appropriate size in accordance with the delivery size of pumping set. The pipe shall confirm to relevent BIS codes & acpable of with standing the field test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tappers/reducers,flanges rubber guskets 3mm thick,nuts & bolts and any other fittings required at site and work shall be to the entire satsifaction of Engineer-in-Charge. |
| 50 | a) Coulmn assembly (M) class GI pipe of 4.8 mm thick ( to be specified by the tendere) |
| 51 | b) Common header (M) class GI pipe of 4.8 mm thick ( to be specified by the tendere) |
| 52 | Errection of all equipments from S.No. 20 to 23 & 25 including cost of tees, bends tapers & any other fittings required as per site conditions of the Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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