Tender For Provn Of Guard Rooms With Attached Toilets (Single Storey And Double Storey) At Kumaon Regimental Centre Ranikhet Under Ge Ranikhet.
Tender Value
1.42 Crore
Estimated cost
Bid Submission
26 Sep 2026
1 days left
EMD
2.17 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Almora → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Guard Rooms With Attached Toilets (Single Storey And Double Storey) At Kumaon Regimental Centre Ranikhet Under Ge Ranikhet.
BOQ
| Sl. No. | Item Description |
| 1 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) n exc 1.5 mtr including getting out and disposal of excavated earth in hard dense soil and .lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 2 | M&L for Grubbing up tree trunk of girth exc 200 cm and n ot exc 250 cm incl cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground stacking of serviceable material and removing of unserviceable material to a distance n.exc 50m and clearing site complete all as specified and directed. |
| 3 | All as per item No. 2 here in before -diito- but tree trunk of girth exc 250cm and not exc 300 cm complete all as specified and directed. |
| 4 | M&L for Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point where directed complete all as specified and directed. |
| 5 | M&L for Surface dressing n exc 15 cm deep getting out in hard/dense soil complete all as specified and directed. |
| 6 | M&L for Excvation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose of soil complete all as specified and directed. |
| 7 | M&L for Excvation in trenches, n exc 1.5 m wide and exc 1.5 m but n.exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose of soil complete all as specified and directed. |
| 8 | M&L PCC (1:3:6) type C-2 as in foundation filling and mass concrete complete all as specified and directed. |
| 9 | M &L RCC M-25 (using 20mm graded stone aggregate) design mix for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 10 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter etc. complete all as specified and directed. |
| 11 | M&L RCC (Design Mix) M-25 using (20 mm graded aggregates ) for columns, pedestals, pillars, piers, posts and struts complete all as specified & directed.Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 12 | M&L Formwork to sides of pillars, posts, struts, piers, columns and stanchion , Circular on plan or etc. complete all as specified and directed. |
| 13 | M&L Returning, filling in hard/dense soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 14 | M&L Brickwork with sub- class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in cement mortar (1:6) complete all as specified and directed. |
| 15 | M&L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 16 | - Ditto- as per item no 15 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 17 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 18 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 19 | M&L 75mm thick PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in sub base of floors etc. complete all as specified and directed. |
| 20 | M&L 25mm thick PCC (1:2:4) type B-0 (using 12.5 mm graded stone aggregate) as in sub base of floors etc. complete all as specified and directed. |
| 21 | M&L for non skid Ceramic coloured tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15 mm thick screed bed or bedding Layer in cement mortar 1:6 complete all as specified and directed. |
| 22 | M&L non skid Ceramic coloured tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, on walls as skirting/dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10 mm thick screed bed or bedding Layer in cement mortar 1:3 complete all as specified and directed. |
| 23 | M&L Joint free Non - skid coloured ceramic tiles 7 to 10 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry over screed bed of 15 mm thick 1:6 and pointed in white or coloured cement to match complete complete all as specified and directed. |
| 24 | M&L for preparation of new plastered surfaces of ceiling and applying two coats of oil bound distemper over a coat of primer complete all as specified & directed. |
| 25 | M & L for 75 mm thick PCC 1:3:6 type C-2 using 20mm using 40mm graded stone aggregate including finished surface even & fair without using extra cement as in plinth protection including necessary form work of edge all as specified and directed. Note: 10mm wide and 75mm deep joints shall be made at 3 mtr intervel and at each corner and the same shall be filled with using bitumen 85/25 and sand in the ratio 1:3. complete all as specified and directed as per Engr-in-Charge. |
| 26 | M&L for Providing and fixing in position, for outer and inner walls 170 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 2.5 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall.The EPS core shall consist of 100 mm thick EPS of density not less than 15 kg/per cum. Both the outer faces of the panel shall be finished by applying the layer of 35 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 5mm)} with the help of shortcreting/ Spraying/byhand equipment etc at a pressure not less than 1 bar (100KN/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of EPS panel manufactures. The panel manufacturer shall give Structural design and should have BMTPC valid Performance apprasial certificate complete all as specified and directed. Please Enable Macros to View BoQ information |
| 27 | M&L for Providing and fixing in position, for outer and inner walls 170 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 2.5 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall.The EPS core shall consist of 100 mm thick EPS of density not less than 15 kg/per cum. Both the outer faces of the panel shall be finished by applying the layer of 35 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 5mm)} with the help of shortcreting/ Spraying/byhand equipment etc at a pressure not less than 1 bar (100KN/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of EPS panel manufactures. The panel manufacturer shall give Structural design and should have BMTPC valid Performance apprasial certificate complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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