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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-01₹55.7 LRejected-Finance | ₹55.7 L | L-01 | Rejected-Finance Rejected By DIG Engr N FTR due to less participation |
| 2 | L-02₹58.4 L+₹2.7 L (4.77%)Rejected-Finance | ₹58.4 L+₹2.7 L (4.77%) | L-02 | Rejected-Finance Firm was not L-01 |
Tender Value
₹65.0 L
EMD Value
₹1.3 L
Closing Date
18 May 2026, 3:00 pmClosed
Sector Engineer SHQ SML ITBP Taradevi camp Shimla
Second In Command Engr SHQ Shimla ITBP TaraDevi camp Shimla HP Pin 171010 Phone 0177 2777600 and 2777618
Construction of Jawan Kitchen Dining Hall including Provision of Modular System at M Dogri BOP of 19th BN ITB Police Sarahan Distt Shimla H P
2026_ITBP_906559_1
ITBP/SHQ SML/ENGR/19th BN/M Dogri Kitchen BOP/217/2025-26-2372-2402 Dtd 25-04-26
Open Tender
Civil Works - Buildings
Percentage
365 days
M Dogri BOP of 19th BN
AS per NIT and Tender form
3 documents required · 3 mandatory
₹0
₹1.3 L
SHQ SML Shimla ITBP TaraDevi
29 Jul 2026
27 Apr 2026
19 May 2026
27 Apr 2026
18 May 2026
27 Apr 2026
27 Apr 2026 - 16 May 2026
11 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 234.84 | Cum | 265.97 | ₹62,460.39 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | 41.83 | Cum | 390.04 | ₹16,315.37 |
| 3 | 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. | 58.24 | Cum | 293.69 | ₹17,104.51 |
| 4 | 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 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 11.8 | Cum | 10,207.24 | ₹1,20,445.43 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 13.64 | Cum | 13,554.33 | ₹1,84,881.06 |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.27 | Cum | 16,262.28 | ₹69,439.94 |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 6.52 | Cum | 17,240.06 | ₹1,12,405.19 |
| 8 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1:1½:3 (1 cement: 1½ coarse sand(zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 35.61 | Cum | 26,805.61 | ₹9,54,547.77 |
| 9 | Centering and shutturing incl. strutting, proping etc and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | 43.2 | Sqm | 587.6 | ₹25,384.32 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | 1,103.44 | - |
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