Tender For Construction Of Dog Shelter For Sri Ganganagar City Under The Chief Ministers Budget Announcement.
Tender Value
1.67 Crore
Estimated cost
Bid Submission
18 Nov 2026
6 days left
EMD
83620
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganganagar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Dog Shelter For Sri Ganganagar City Under The Chief Ministers Budget Announcement.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation/trenches in all soil, depth up to 1.5 m, incl. dressing, ramming, refilling & disposal up to 50 m lead |
| 2 | Earth filling in plinth with surplus excavated soil in 20 cm layers incl. ramming & watering |
| 3 | Filling with river sand under floors incl. watering, ramming, consolidating (100 mm) |
| 4 | Anti-termite treatment of soil under floor with chemical emulsion @ 1 l/hole, 300 mm c/c |
| 5 | Cement concrete 1:4:8 (40 mm) up to plinth — levelling course under footings & sub-base under floor |
| 6 | Brick work FPS (class 75) in foundation & plinth in cement mortar 1:6 — stepped footings & plinth wall |
| 7 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Damp-proof course 75 mm M-15 with water-proofing compound over all walls at plinth |
| 9 | Plinth protection 50 mm CC 1:3:6 over brick-ballast bed, 0.9 m wide apron |
| 10 | RCC 1:1½:3 up to plinth — plinth beams (excl. shuttering & reinforcement) |
| 11 | RCC 1:1½:3 in columns/pillars (excl. shuttering & reinforcement) |
| 12 | RCC M-20 in beams, suspended roof slab & lintel bands over the north (hall) & south (OPD) room rows (excl. shuttering & reinforcement) |
| 13 | TMT reinforcement bars — cutting, bending, placing & binding all complete |
| 14 | Centring & shuttering for suspended roof slab |
| 15 | Centring & shuttering for beams, lintels & plinth beams |
| 16 | Centring & shuttering for columns |
| 17 | Centring & shuttering for footings (mass concrete) |
| 18 | Brick work FPS (class 75) in superstructure, cement mortar 1:6 — 230 mm external & internal load-bearing walls + parapet |
| 19 | Half-brick (115 mm) partition, cement mortar 1:3 — room partitions, toilet walls & kennel dwarf walls |
| 20 | Extra for 2 nos. 6 mm dia M.S. bars at every third course of half-brick masonry |
| 21 | Cement concrete flooring 1:2:4, 75 mm, neat-cement float — kennel halls, shelter halls, kitchen-wash & corridors |
| 22 | MAT-finished ceramic floor tiles 300×300 mm — OT suite, stores, staff & toilet floors |
| 23 | Ceramic glazed vitrified tiles 600×600 mm — admin, lobby & waiting |
| 24 | Glazed wall tiles 200×300 mm dado — toilets, OT suite & kitchen |
| 25 | Cement plaster skirting 18 mm, 1:3 with neat-cement float |
| 26 | Integral cement-based water-proofing (brick-bat coba) with rough Kota stone on RCC roof of the two room rows |
| 27 | 12 mm cement plaster 1:6 on internal wall faces |
| 28 | 15 mm cement plaster 1:6 on external / rough wall faces |
| 29 | 6 mm cement plaster 1:3 on RCC ceiling (room rows) |
| 30 | Plaster-of-Paris putty 2 mm — office / OPD areas |
| 31 | Cement primer (one coat) on internal walls & ceiling |
| 32 | Plastic-emulsion paint — office / OPD walls & ceilings |
| 33 | Acrylic washable distemper — kennel halls, shelter halls & corridors |
| 34 | Acrylic smooth exterior paint over cement-paint base — external faces |
| 35 | Synthetic enamel on steel doors, grilles & M.S. work |
| 36 | Pressed-steel door frame (Profile B) IS:4351 — office/OPD doors |
| 37 | 35 mm flush door shutter, commercial veneer both sides — office/OPD doors |
| 38 | 1 mm M.S. sheet door with angle frame — shelter halls / service doors |
| 39 | Factory-made ISI steel glazed windows — office/OPD rooms |
| 40 | Steel work in gratings, frames, gates — kennel grille gates & mesh framing |
| 41 | G.I. wire gauge fixed to frames — shelter-hall ventilation panels & kennel mesh |
| 42 | Vitreous-china squatting (Indian) W.C. with integral foot-rests & flush pipe |
| 43 | Urinal basin with 5-litre P.V.C. automatic flushing cistern |
| 44 | Wash basin with 15 mm C.P. brass pillar tap, bracket & waste |
| 45 | White glazed fire-clay kitchen sink 600×450×250 mm |
| 46 | Wiring for light/fan/exhaust point, 1.5 sq.mm FR copper in PVC conduit — medium point |
| 47 | Wiring for 6 A light plug point with modular socket & switch — medium point |
| 48 | Supply & drawing of sub-mains 3×4 sq.mm FR copper wire |
| 49 | Pre-wired single-phase MCB DB, metal door (12+2 way) |
| 50 | Three-phase MCB DB, metal door (6 way) — main DB |
| 51 | Single-pole MCB 6 A to 32 A |
| 52 | Double-pole MCB 6 A to 32 A |
| 53 | Triple-pole MCB 6 A to 32 A |
| 54 | LED batten 1170 mm, min. 2200 lm — halls, kennels & corridors |
| 55 | LED downlight, min. 650 lm — office/OPD rooms |
| 56 | 1200 mm sweep BLDC ceiling fan (without remote) |
| 57 | Installation, testing & commissioning of ceiling fan with regulator |
| 58 | Fresh-air / exhaust fan 200 mm sweep — toilets, OT & kitchen |
| 59 | Pipe earthing IS:3043, 3.0 m × 40 mm dia G.I. pipe electrode — complete set |
| 60 | Structural steel work in single section (RSJ 150×100 mm columns), incl. cutting, hoisting, fixing & priming — 2 rows @ 3 m c/c |
| 61 | M.S. holding-down bolts, nuts & washer plates with base plates |
| 62 | Structural steel work, riveted/bolted/welded built-up sections — roof trusses, purlins & wind bracing, incl. priming |
| 63 | Corrugated G.S. sheet roofing 1.00 mm thick (zinc ≥275 g/m²), incl. bolts, nuts, limpet & bitumen washers (excl. purlins/trusses) |
| 64 | Ridges 60 cm overall plain G.S. sheet 0.80 mm with J/L hooks, bolts & nuts |
| 65 | G.S. sheet gutter 1.00 mm with iron brackets, bolts & nuts |
| 66 | Extra over 25.1.1 for random rubble masonry in superstructure above plinth |
| 67 | Precast cement concrete coping 1:2:4, 50 mm thick over 0.45 m wide wall top |
| 68 | Flush/ruled cement pointing 1:3 on stone masonry — both exposed faces |
| 69 | Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type \\"A\\" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) including all material, labour. |
| 70 | Dressing of earth in surface excavation incl. cutting/filling up to 30 cm — subgrade preparation |
| 71 | Granular sub-base (Grading-II), 200 mm compacted thickness, MoRT&H cl.401 |
| 72 | Cement concrete 1:3:6 (40 mm aggregate), 100 mm thick base course |
| 73 | Un-reinforced plain cement concrete pavement M-25, 200 mm thick (with concrete mixer & vibrator) |
| 74 | M.S. tube hand-rail to ramp, incl. priming |
| 75 | Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). - Upto 100 Meter depth - Nominal bore 150mm dia |
| 76 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work. - 150 mm dia |
| 77 | Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 78 | Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 79 | Installation of submersible motor pump set in tube-well/open well complete (labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose. |
| 80 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM |
| 81 | Provisional sum — C.P. fittings, traps, CPVC water-supply & PVC/SW drainage piping to rear treatment point (services to be detailed; NOT an SOR line) |
| 82 | Provisional sum — incoming service cable, 3-phase isolator/MCCB panel, risers & metering (to be detailed; NOT an SOR line) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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