Tender for execution of work under M.C. and E.W. (Development and Repair of Building) to Establishment of camp office at Dhar, Distt. Dhar (M.P.)
O/o SA-ASI-Bhopal Circle-Bhopal · Dhar, Madhya Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹8.1L
- EMD: ₹20K
- Published: 18 Sep 2026
- Closing date: 07 Oct 2026
- Status: open
Description
Tender for execution of work under M.C. and E.W. (Development and Repair of Building) to Establishment of camp office at Dhar, Distt. Dhar (M.P.)
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (13)
- Dismantling G.S. sheet, roofing including ridges, hips, valleys and gutters etc and stacking material and disposal of unserviceable material within 50metre lead etc as per direction of Engineer-in-charge. — Qty: 112 Sqm
- Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per direction of Engineer-in-charge. — Qty: 112 Sqm
- Demolishing of RCC work manually by mechanical means including stacking of steel bars and disposal of unserviceable materials within 50metre lead as per direction of Engineer-in-charge. — Qty: 4.25 Cum
- Providing and laying in position specified grade of reinforced cement concrete in 1:2:4 (1 cement, 2 coarse and 4 graded stone aggregate 20mm nominal size derived from natural sources), excluding the cost of entering, shuttering finishing and reinforcement. All work up to plinth level as per direction of Engineer-in-charge. — Qty: 4.25 Cum
- Steel reinforcement using mild steel and medium tensile steel bars for R.C.C. work including strengthening, cutting, bending, placing in position and binding all complete upto plinth level as per direction of Engineer-in-charge. — Qty: 250 Kg
- Providing & applying polymer modified flexible cementatious negative side water proofing coating with elastic water proofing polymers on interior wall plaster surface in three coats @14.35kg/ 10sqm one coat of self priming of cementatious waterproofing polymer (dilution with water in the ratio of 1:1) and two coats of cementatious water proofing polymer (dilution with water in the ratio of 3:1) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per direction of Engineer-in-charge. — Qty: 97.66 Sqm
- Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete as per direction of Engineer-in-charge. — Qty: 785.16 Sqm
- Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer etc. complete as per direction of Engineer-in-charge. — Qty: 785.16 Sqm
- 8mm thick fully perforated calcium silicate board make with calcareous & siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225kg/ sqcm. Bending strength 100kg/ sq. cm of size 595x995mm having perforation of dia 10mm with minimum perforated area 18% with non woven tissue on the back side, having an NRC (noise reduction coefficient) of 0.85 with 50mm thick rockwool of 48 kg/ cu.m backing etc. as per direction of Engineer-in-charge. — Qty: 82.8 Sqm
- Provisions for repair to plaster of thickness 12mm to 20mm (average) in patches of area 2.50 sqm and under including cutting the patch in proper shape, raking out joints and preparing the surface of the walls complete including disposal of rubbish to the dumping ground all complete as per direction of Engineer-in-charge. — Qty: 80.2 Sqm
- Dismantling of door, window and clerestory window (steel or wood) shutter or including chowkhats architrave, holdfasts etc. complete and stacking with in 50metre lead as per direction of Engineer-in-charge. — Qty: 16.14 Sqm
- Providing and fixing of ISI marked flush door, shutters confirming to IS : 2202 (part-1) Decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3ply veneering with verticals grains or cross bands and face veneers on both faces of shutters 35mm thick including ISI marked stainless steel butt hinges with necessary screws etc. as per direction of Engineer-in-charge. — Qty: 16.14 Sqm
- Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40mm dia M.S. tube 1.5m centre to centre horizontal and vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding as per direction of Engineer-in-charge. — Qty: 32 Sqm
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