Expansion of Education Hub at Tokarkhada. (Primary School)
Public Works Department Div. No.i(Building)-UTDNH · Tokarkhada, Dadra and Nagar Haveli and Daman and Diu · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹58.6Cr
- EMD: ₹68.6L
- Published: 29 Oct 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:57 UTC
- Ministry: UT Administration of Dadra and Nagar Haveli
- Department: Public Works Department - UTDNH
- Office: Public Works Department Division No. I (Building), Silvassa
Description
Construction and expansion of the Primary School at Tokarkhada, including site clearance, excavation, earthwork, concrete and pavement works, RCC, piles and formwork. Estimated value is INR 585,870,473. EMD of INR 6,859,000 and tender fee of INR 15,000.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (389)
- Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle — Qty: 2.13 Hectare
- Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil — Qty: 19822.5 Cu.M
- Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil — Qty: 19822.5 Cu.M
- Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead. (A) Loose or soft soil — Qty: 15132.5 Cu.M
- Dewatering for work as original or extended including furnishing of pumps and other accessories all complete, as directed by the Engineer. — Qty: 200 Hp hr
- Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. — Qty: 32610 Cu.M
- Disposal of remaining excavated Earth after filling in foundations and plinth as per direction of Engineer in-charge including loading from site and unloading at disposal site for all lead and lift/depth etc. complete and as directed by EIC. — Qty: 16305 Cu.M
- Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete etc and as directed by EIC. — Qty: 676.525 Cu.M
- Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc.complete and as directed by EIC. — Qty: 33249.6 Cu.M
- Providing and filling rubbles including hand packing and filling voids with sand as directed including ramming and consolidating etc. complete and as directed by EIC. — Qty: 1471.8 Cu.M
- Carrying out plinth treatment to post construction / existing structure by spraying chemical solution for termite control treatment including labour and material consistent with I.S.I specification. Using Chlordane and Chiorpurfiles 20 EC. As Per 6131_paret-II Concentration Weight one percent is recommended i.e. one litre 20 EC chemical emulsion with 19 litre give 1 % concentration inclusive of one litre chemical emulsion application at the rate of 5 Litre chemical / Sqm of surface is recommended as per I.S and as directed by EIC. Approved Makes for Anti-Termite Treatment: Pest Control India Ltd, Pest Con India,Pest Control Incorporated, or any other agency to be approved by the Engineer In-charge — Qty: 8100 Sq.M
- Rolling of earthwork in layers with power roller including filling in depression which occur duirng the process. — Qty: 1237.2 Cu.M
- Providing, laying and compacting Granular Sub-Base (GSB) using graded mechanically crushed stone material, including carriage from approved source to site, spreading in uniform layers over prepared surface with motor grader, watering, rolling and compaction with vibratory power roller at OMC to achieve the required density, complete as per MoRTH Clause 401 and as directed by the Engineer-in-Charge. — Qty: 779.735 Cu.M
- Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in and as directed by EIC. (A) Foundation and Plinth — Qty: 1525.3 Cu.M
- Construction of dry lean cement concrete sub-base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1 (MORT & H- Revision IV), cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 ton vibratory roller, finishing and curing, and formwork as specified in Clause 601 of MORT & H(Revision IV). Including the cost of all material labor charges, machinery hire charges, tools and equipment charges, transportation and conveyance, loading and un loading etc complete with all lead and lift as per specification and directed by the Engineer. — Qty: 246.75 Cu.M
- Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M30) of 300mm thickness over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS 383; maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, formwork, rails, guidewires, finishing to line and grades as per drawings as specified in clause 602 of MORT & H ; including the cost of Dewatering, channel placings as per gradient, and deshuttering of channels and all material labour charges, machinery hire charges, tools and equipmentcharges, transportation and conveyance, loading and unloading etc complete with al — Qty: 493.5 Cu.M
- Providing and laying in position ready mixed M-300 grade concrete for reinforced cement concrete work, using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to accelerate/reatrd setting of concrete, improve workability without impairing strength and durability as per direction of the EIC without fly ash(min. cement level as per latest IS 456 shall be maintained) (Cement level 475Kg) Foundations, Pedestal, Column, Shear walls,Compound wall, Slabs, Beams, Lintel and Sill, RCC Seat,RCC Pardi — Qty: 10122.58 Cu.M
- Second Floor — Qty: 2099.2 Cu.M
- Third Floor — Qty: 1813.96 Cu.M
- Terrace — Qty: 882.64 Cu.M
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