W5 Nala construction work from todu ji ki chakki to Duliya talai

Municipal Council Sujangarh · Sujangarh, Rajasthan · Civil Works & Infrastructure · open

Key facts

Tender value: ₹35.3L
EMD: ₹71K
Published: 13 Oct 2026
Closing date: 23 Oct 2026
Status: open
Status as of: 21 Oct 2026 01:13 UTC
Department: Department of Local Bodies
Office: Office of the Municipal Council Sujangarh

Description

Construction of a nala from Todu Ji Ki Chakki to Duliya Talai in Sujangarh, including excavation, concrete and rubble masonry, plastering, RCC pipe laying, drain covers and associated works.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (13)

Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to bypass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the direction of the Engineer. — Qty: 156 Cum
Carriage of material by mechanical transport including loading, unloading and stacking 5 km — Qty: 156 nos
Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Dismantling Stone Masonry Rubble stone masonry in lime mortar. — Qty: 353.6 Cum
Carriage of Materials by mechanical transport including loading, unloading and stacking: Sand, bazri, ballast, kankar 5 Km — Qty: 353.6 nos
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m. — Qty: 280.8 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering — all work upto plinth level 1:4:8 (1 Cement : 4 fine/coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 67.6 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering — all work upto plinth level 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). — Qty: 48.8 Cum
Random rubble masonry with hard stone in foundation and plinth: Cement mortar 1:6 (1 cement : 6 coarse sand). — Qty: 395.7 Cum
Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix; including providing/mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/mortar 1:6 (1 cement : 6 fine/coarse sand). — Qty: 1456 SqM
Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. To be secured to the backing by means of cramps which shall be paid for separately. 50 mm thick. — Qty: 55 SqM
Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458-2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical / vibrated casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipeline (including cost and conveyance of water to site for testing) etc., complete as per specification and/or as directed by Engineer Note: Earthwork to be measured and paid separately. Length of pipe shall be measured between the outer wall of two manholes / inspection chambers. Pipe in the manhole/inspection chamber's wall shall be deemed included in the item of manhole/inspection chamber and shall not be payable. 600 mm internal diameter — Qty: 9 Meter
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen-painted M.S. plate, rim and M.S. lifting hooks, admixtures like plasticizer, bonder, bonding compound, shrinkage resistance compound, abrasion-resistant complete as per approved design etc. Standard Size 2100 × 500 mm (150 mm thick) for span 1201 to 1500 mm — Qty: 21 SqM
Steel work welded in built-up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. — Qty: 20 Kg

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