Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date4 Jan 2025
Closing Date25 Jan 2025
Tender Amount₹ 1,34,00,000
Costs
EMD
₹ 2,09,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_691874_1Tender No
GE/867/TOKEN/65 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Excavation over area n.exc 1.5m deep & getting out in soft/loose soil. Complete all as specified and directed by Engr-in-Charge.
807.01
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Excavation over area exc 1.5m & n.exc 3.0 m deep & getting out in hard/dense soil. Complete all as specified and directed by Engr-in-Charge.
43.04
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1. Excvation in trenches n.exc 1.5m wide & n.exc 1.5m depth & getting out in soft soil. Complete all as specifed and directed by Engr-in-Charge.
18
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Excavating in trenches, n.exc 1.5 m wide and n exc 1.5 m in depth and getting out in hard/dense soil. Complete all as specifed and directed by Engr-in-Charge.
31.24
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Returning filling in, including spreading, leveling ,watering and well ramming in layers n.exc 25 cm. Complete all as specified and directed by Engr-in-Charge.
951.05
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Removing excavated soil to a distance not exceeding 50 mtr and deposting where directed at a level not exceeding 1.5 mtr above the starting point. Complete all as specified and directed by Engr-in-Charge.
1154.41
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M & L for PCC (1:3:6) type C2 using 40mm graded stone aggregate as in foundation filling and mass concrete. Complete all as specifed and directed by Engr-in-Charge.
65.95
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2. M&L for PCC (1:3:6) Type C-2 as in surface channels and drains. Complete all as specifed and directed by Engr-in-Charge.
13.5
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5. Extra for forming fair finished drain or channel exc 30 cm and n.exc 155cm inner grith in cement concrete with using extra cement incl. forms moulds, mitred /stoped ends. Complete all as specifed and directed by Engr-in-Charge.
40
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6. Providing precast cement concrete type B1, 1:2:4 (20mm graded stone agg) in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:6. Complete all as specified and directed by Engr-in-Charge.
14.98
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M & L for RCC design mix M-25 as in 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 by Engr-in-Charge.
336.8
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M & L for RCC design mix M-25 as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses. Complete all as specified and directed by Engr-in-Charge.
190.91
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Use & waste of 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 for fair finished surface. Complete all as specified and directed by Engr-in-Charge.
575.84
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Use and waster of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter for fair finished surface. Complete all as specified and directed by Engr-in-Charge.
1474.58
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M & L for 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 by Engr-in-Charge.
24222.51
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M & L for Mild steel TMT bars 6Mmm to 8mm 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 by Engr-in-Charge.
7721.76
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S & F PVC (SWR) pipe 75mm dia pipe in walls as weep holes with geo synthetic material packing at the back shall be provided at 1.5 m intervals vertically and horizontally. Complete all as specified and directed.
109.34
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M & L for surface excavation n.exc 30cm deep and averaging 25 cm deep and getting out in soft/loose soil. Complete all as specified and directed by Engr-in-Charge.
520.65
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M & L for boulder pitching, grouted with cement and sand mortar 1:6 packed tightly for wall protection. Complete all as specified and directed by Engr-in-Charge.
130.16
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