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Tender Value
₹8.6 L
EMD Value
₹17,500
Closing Date
29 Aug 2026, 5:00 pm6d left
CHAIRMAN TEMPLE TRUST SHRI NAINA DEVI JI
SHRI NAINA DEVI JI
Providing and fixing lift along Matri Sharan Building for Temple Trust Shri Naina Devi Ji Distt Bilaspur (HP) (a) (Sub Head Civil work of lift)
2026_NDTT_141720_1
TTSNDJI Const.15(04)85/2026
Open Tender
Civil Works
Item Rate
TEMPLE TRUST SHRI NAINA DEVI JI
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
CHAIRMAN TEMPLE TRUST
₹17,500
22 Aug 2026
22 Aug 2026
1 Sept 2026
22 Aug 2026
29 Aug 2026
22 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 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 all meter leads and lift as per direction and best satisfaction of Engineer -in -charge. | 34.68 | Cum | - | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering upto all meter leads and lift as per direction and best satisfaction of Engineer -in -charge. All work up to plinth level : -1:5:10 (1 cement : 5 fine sand : 10 graded
stone aggregate 40 mm nominal size) | 2.82 | Cum | - | - |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement upto all meter leads and lift as per direction and best satisfaction of Engineer -in -charge. All work up to plinth level : -- 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size. | 10.42 | Cum | - | - |
| 4 | 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) : 3 graded stone aggregate 20 mm nominal
size upto all meter leads and lift as per direction and best satisfaction of Engineer -in -charge. | 11.68 | Cum | - | - |
| 5 | 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) : 3 graded stone aggregate 20 mm nominal size) upto all meter leads and lift as per direction and best satisfaction of Engineer -in -charge. | 3.11 | Cum | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for upto all meter leads and lift as per direction and best satisfaction of Engineer -in -charge.:- Foundations, footings, bases of columns, etc. for mass concrete | 37.74 | Sqm | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for upto all meter leads and lift as per direction and best satisfaction of Engineer -in -charge. :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 74.8 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for upto all meter leads and lift as per direction and best satisfaction of Engineer -in -charge. :- Columns, Pillars, Piers, Abutments, Posts and Struts | 82.8 | Sqm | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars upto all meter leads and lift as per direction and best satisfaction of Engineer -in -charge. | 4,132.11 | Kg | - | - |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : - Cement mortar 1:6 (1 cement : 6 coarse sand upto all meter leads and lift as per direction and best satisfaction of Engineer -in -charge. | 27.4 | Cum | - | - |
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