Housing Urban and Rular Development Local Bodies Closing in 14 days TDR #56355663

Tender For Construction Of 10 Kld Faecal Sludge Treatment Plant (Fstp) At Pyt Mand East Block Tikri Under Sbm 2025-26

Issued by Local Bodies · Udhampur, Jammu and Kashmir
Tender Value
57.58 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
14 days left
EMD
1.15 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 10 Kld Faecal Sludge Treatment Plant (Fstp) At Pyt Mand East Block Tikri Under Sbm 2025-26

BOQ

Name of Work:- Const. of 10 KLD Faecal Sludge Treatment Plant (FSTP) at pyt mand east Block Tikri 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) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : 80 % AND 20% ROCK
2Earth 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
3Filling 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.
4Hand-packing stones /Dumping stone in Horizontal on level
5Reinforced 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)
6Providing 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)
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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
9Providing 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)
10Reinforced 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)
11Reinforced 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)
12Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag
13Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding
14Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
15Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
16Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
17Centering and shuttering including strutting, propping etc. and removal of form for:EDGE OF SLAB
18Centering and shuttering including strutting, propping etc. and removal of form for: Well steining
19Brick 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)
20Brick work with common burnt clay EXTRA FOR SUPERSTRUCTUTE
216 mm Cement plaster of mix:1 : 3 ( 1 cement : 3 fine sand)
2212 mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)
2320mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
24Dry stone pitching, 225mm thick, including cost of stones and preparation of surfaceNallah stone
25Structural 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
26Providing 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
27Providing 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.
28Providing 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
29Providing and fixing of C.P Grating of required size (100mm)
30Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931 15 mm nominal bore
31Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved make conforming to IS : 8931 15 mm nominal bore
32Providing 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
33Providing 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].
34Providing 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.
35Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
36Providing 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
37Providing 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.
38Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm sizes respectively.
39Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
40Extra 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.
41Providing 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
42Supplying and stacking at site graded crushed stone agg. of size 63 mm to 45 mm(shingleG(II) 150mm thick
43Supplying and stacking at site graded crushed stone agg. of size 53 mm to 22.4 mm(Metal G(III) 75mm thick
44Laying, 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
45Supplying and stacking at site stone screening
46Providing 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.
472.5 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
48Providing 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.
49Providing 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.
50Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
51Providing 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).
52Providing 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
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 110mm nominal dia elbow
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 END CAP
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 PREFORATED SAMPLING PIPE
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 end cap (LMR)
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 EXPANSION 160MM DIA TEES
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 160mm dia pipes for support (LMR)
59Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 120 mm nominal size (AR)
60Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 80 mm nominal size (AR)
61Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 20 mm nominl size (AR)
62Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 12 mm nominal size (AR)
63Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. Sand / Artificial Sand / Manufactured Sand (AR)
64Providing 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
65Supplying/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
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. Perforated slabs 480 mm x 580mm x 75mm
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.
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. slabs 750 mm x 750 mm x 50 mm
69Carriage of materials by MT SAND
70Carriage of materials by MT AGGREGATE
71Carriage of materials by MT STONE
72Carriage of materials by MT BRICKS
73ADD COST OF DISPLAY BOARD Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56355663
AUTHORITY Local Bodies
TENDER VALUE 57.58 Lakhs
LAST DATE 22-07-2026
Authority
Authority Name Rural Development And Panchayats Department
Work Description Tender for Construction Of 10 Kld Faecal Sludge Treatment Plant (Fstp) At Pyt Mand East Block Tikri 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 57.58 Lakhs
Tender Fee 600
EMD 1.15 Lakhs
Exemption Not Available
Document List
b2713f59-908b-4730-b9b7-3d60c3b82cef.html
BOQ_1020758.xls
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 08, 2026
11:30 IST

Tender Published

Tender notice published.

Today
Jul 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Jul 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

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xls

BOQ_1020758.xls

pdf

Tendernotice_1 (10).pdf

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