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Tender Value
₹4.5 Cr
EMD Value
₹8.9 L
Closing Date
16 Sept 2026, 3:00 pm3d left
GM Construction
GMVN HEAD OFFICE, 74/1, RAJPUR ROAD, DEHRADUN
CONSTRUCTION OF BARRACK FOR RESEDENTIAL CONVENIENCE OF DEPUTE OF SECURITY FORCES AT SECURITY / TRANSPORT ARRANGMENT DURING KUMBH 2027 AT HARIDWAR, DISTT HARIDWAR
2026_GMVN_99497_1
GMVN- ENGG-HRWBARK
Open Tender
Miscellaneous Works
Item Rate
90 days
HARIDWAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
GENERAL MANAGER CONSTRUCTION
₹8.9 L
DEHRADUN
27 Aug 2026
27 Aug 2026
16 Sept 2026
27 Aug 2026
16 Sept 2026
2 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 193.75 | Cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 304.39 | Cum | - | - |
| 3 | Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment) | - | Sqm | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all works upto plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 72.7 | Cum | - | - |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified mininum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum | - | Cum | - | - |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified mininum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level. Concrete of M30 grade with minimum cement content of 350 kg /cum. columns, pillars piers etc. | 61.5 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : -Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : -Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : -Lintels, beams, plinth beams, girders, bressumers and cantilevers. | - | Sqm | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars | 14,448.62 | Kg | - | - |
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