Housing Urban and Rular Development Local Bodies Closing in 10 days TDR #56355666

Tender For Construction Of 9 Kld Faecal Sludge Treatment Plant (Fstp) At Pyt Bhugertain , Block Chanunta Under Sbm 2025-26

Issued by Local Bodies · Udhampur, Jammu and Kashmir
Tender Value
59 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
10 days left
EMD
1.18 Lakhs
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Udhampur → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of 9 Kld Faecal Sludge Treatment Plant (Fstp) At Pyt Bhugertain , Block Chanunta Under Sbm 2025-26

BOQ

Name of Work:- Const. of 9 KLD Faecal Sludge Treatment Plant (FSTP) at pyt bhugertain , Block chanunta under SBM 2025-26
Sl. No. Item Description
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge.2.7.1 All kinds of soil : 60%2.7.2 Ordinary Rock 20%2.7.4 Hard Rock (Blasting Prohibited) 20%
2Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge.2.7.1 All kinds of soil : 80%2.7.2 Ordinary Rock 20%
3Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil :25 meter beyond 1 m from cutting edgeAll kinds of soil : 80 % AND 20% ROCK
4Filling available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
5Hand-packing stones /Dumping stone in Horizontal on level
6Reinforced cement concrete work in well-steining including curing but excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
7Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
8Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
9Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
10Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
11Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
12Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
13Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag
14Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding
15Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
16Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
17Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
18Centering and shuttering including strutting, propping etc. and removal of form for:EDGE OF SLAB
19Centering and shuttering including strutting, propping etc. and removal of form for: Well steining
20Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand)
21Brick work with common burnt clay EXTRA FOR SUPERSTRUCTUTE
226 mm Cement plaster of mix:1 : 3 ( 1 cement : 3 fine sand)
2312 mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)
2420mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
25Dry stone pitching, 225mm thick, including cost of stones and preparation of surfaceNallah stone
26Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded
27Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia 4 mm
28Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap,10 litre low level P.V. C. flushing cistern including flushpipe (of approved make \\"manually controled device conforming to IS:7231, with all fittings andfixtures complete, including cutting and making goodthe walls and floors wherever required Orissa pattern white vitreous china W.C. pan of size 580x440 mm with integral type foot rests.
29Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap
30Providing and fixing of C.P Grating of required size (100mm)
31Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931 15 mm nominal bore
32Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved make conforming to IS : 8931 15 mm nominal bore
33Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall: Note:-(all Items to be paid as per actual used on site) 15MM DIA
34Providing and placing on terrace (at all floor levels) polyethylene water storage tank Lsi : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank having valid lSI license].
35Providing and Fixing 1 mm thick M.S.Sheet door with frame of 40x40x6mm angel iron and M.S gusset plates at the junction and corners.all necessary fitting,including applying a primer coat of approved coat steel primer.
36Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
37Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown
38Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in- Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
39Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm sizes respectively.
40Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
41Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications.
42Providing and fixing on wall face un- plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm
43Supplying and stacking at site graded crushed stone agg. of size 63 mm to 45 mm(shingleG(II) 150mm thick
44Supplying and stacking at site graded crushed stone agg. of size 53 mm to 22.4 mm(Metal G(III) 75mm thick
45Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the requir
46Supplying and stacking at site stone screening
47Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M. @ 0.75 Kg/sqm.
482.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete
49Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
50Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
51Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
52Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer- incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
53Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110 mm dia tees
54Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110mm nominal dia elbow
55Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110mm nominal dia END CAP
56Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110mm nominal dia PREFORATED SAMPLING PIPE
57Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110mm nominal dia end cap (LMR)
58Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal EXPANSION 160MM DIA TEES
59Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 160mm dia pipes for support (LMR)
60Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 120 mm nominal size (AR)
61Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 80 mm nominal size (AR)
62Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 20 mm nominl size (AR)
63Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 12 mm nominal size (AR)
64Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. Sand / Artificial Sand / Manufactured Sand (AR)
65Providing and laying of Brick Aggregate free from debris and dust, includes procuring,transporation and laying into the anaerobic filter as per instruction of Engineer-in-charge
66Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Maintenance covers 600 mm x 600 mm x 75 mm
67Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Perforated slabs 480 mm x 580mm x 75mm
68Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed.
69Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. slabs 750 mm x 750 mm x 50 mm
70Providing, fabricating,fixing of SS Screens using SS 304 bars, 20 mm spacing of 4 mm thick with handle (7.5kg) including cost of material, transportation, labour charges etc complete as per direction of Engineer in charge
71Supplying and fixing of CI openable cover with frame and hinges, coat of epoxy coating including transportation, labour charges etc all complete.
72Procuring and Planting rhizomes such as canna indica, water lily, vertiver, etc at an interval of 0.5 m including transportation & planting
73Carriage of materials by MT SAND
74Carriage of materials by MT AGGREGATE
75Carriage of materials by MT STONE
76Carriage of materials by MT BRICKS
77ADD COST OF DISPLAY BOARD Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56355666
AUTHORITY Local Bodies
TENDER VALUE 59 Lakhs
LAST DATE 22-07-2026
Authority
Authority Name Rural Development And Panchayats Department
Work Description Tender for Construction Of 9 Kld Faecal Sludge Treatment Plant (Fstp) At Pyt Bhugertain , Block Chanunta Under Sbm 2025-26
Basic Detail
Tender No 4th CALL e-NIT No. 20 REW UDHAMPUR of 2026-27 Dated 08-07-2026
Bidding Type Tender
Location
City Udhampur
State Jammu and Kashmir
Key Dates
Publish Date 08 Jul 2026
Submission Date 22 Jul 2026
Open Date 23 Jul 2026
Finance
Tender Value 59 Lakhs
Tender Fee 600
EMD 1.18 Lakhs
Exemption Not Available
Document List
BOQ_1020763.xls
f1d91512-0546-4e57-815a-0c16b121a889.html
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 10 days
Jul 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

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xls

BOQ_1020763.xls

html

f1d91512-0546-4e57-815a-0c16b121a889.html

pdf

Tendernotice_1 (10).pdf

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