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Provision Of Protectective Work , Construction Of Drainage , Re-Construction Of Damaged Road And Allied Works At Arc , 58 Gtc And Happy Valley Shillong Under Ge Shillong, Shillong-Meghalaya

Military Engineer Services-MES has published Provision Of Protectective Work , Construction Of Drainage , Re-Construction Of Damaged Road And Allied Works At Arc , 58 Gtc And Happy Valley Shillong Under Ge Shillong. Submission Date for this Tender is 22-12-2020. Drainage Tenders in Shillong Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

25792590
Corrigendum : Provision Of Protectective Work , Construction Of Drainage , Re-Construction Of Damaged Road And Allied Works At Arc , 58 Gtc And Happy Valley Shillong Under Ge Shillong
Open Tender
Indian
Meghalaya
Shillong
22-12-2020

Tender Details

Provision Of Protectective Work , Construction Of Drainage , Re-Construction Of Damaged Road And Allied Works At Arc , 58 Gtc And Happy Valley Shillong Under Ge Shillong

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 20-Nov-2020 Corrigendum No 02 Date 03-12-2020
2 27-Nov-2020 Corrigendum No 03 Date 10-12-2020
3 03-Dec-2020 Corrigendum No 04 Date 15-12-2020
4 07-Dec-2020 Amendment to tender documents and new drawing incl forwarding letter of revised BOQ Other 15-12-2020
5 15-Dec-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 22-12-2020

Key Value

Document Fees
INR 1000 /-
EMD
INR 238000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: PROVISION OF PROTECTIVE WORK, CONSTRUCTION OF DRAINAGE, RE-CONSTRUCTION OF DAMAGED ROAD AND ALLIED WORKS AT ARC AND 58 GTC UNDER GE SHILLONG
Sl. No. Description of Work/Item Item Code / Make Number or Quantity Unit
1 0 NOTE (Applicable for all items):- The bidders/contractors are advised to read tender document & all corrigendum/ amendments and General conditions of contracts before entrying/quoting the rates.\nSCHEDULE 'A' BOQ
2 1 Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. BI01010001010000000000000515BI0100001114 180 Sqm
3 2 Removing excavated material (Soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. BI01010001010000000000000515BI0100001115 192 Cum
4 3 Bringing approved earth (as approved by GE) from sources outside defence land including all cost such as royality if any, transportation, taxes etc for area filling / forming embankments.\nNotes:- \n(i) Earth required for the item shall be supplied by contractor from out side MOD land of any lead, at his own arrangement.\n(ii) All cost of procurements of earth including cost of transportation,royalities,tax etc shall be deemed to be including in the unit rate quoted by the contractor.\n(iii) With reference to clause 3.6 of MES schedule Part-II on serial page No 21 it is clear that measurement of the above item shall be finished embankment/traverse of filled earth after consolidation / compaction and 5 % deduction shall be made from measured and calculated volume to allow for increase in bulk.\n(iv) Total quantity/partial quantity of earth may not be available in Shillong area. The contractor shall bring the earth outside area. It is advised to quote the rate considered availability of soil and its lead involved.\n 620 Cum
5 4 Forming embankments including raising(or lowering) earth, spreading in layers n exc 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc n exc 1.50 m high from base complete all as specified and directed. BI01010001010000000000000515BI0100001116 260 Cum
6 5 Forming embankments including raising(or lowering) earth, spreading in layers n exc 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc height exc 1.50 m but n exc 3.00 m high from base complete all as specified and directed. BI01010001010000000000000515BI0100001117 260 Cum
7 6 Forming embankments including raising(or lowering) earth, spreading in layers n exc 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc height exc 3.0 m high but n exc 4.5 m high from base complete all as specified and directed. BI01010001010000000000000515BI0100001118 260 Cum
8 7 Forming embankments including raising(or lowering) earth, spreading in layers n exc 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc height exc 4.50 m high but n exc 6 m high from base complete all as specified and directed. BI01010001010000000000000515BI0100001119 130 Cum
9 8 Demolition of stone/boulder masonry, build in cement mortar including all quoins, arches, pillars, etc., but excluding ashlar facing, dressed stonework and precast concrete articles complete all as specified and directed. BI01010001010000000000000515BI0100001120 85.2 Cum
10 9 Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. BI01010001010000000000000515BI0100001121 33.2 Cum
11 10 Excavation 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 sqm on plan and n exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed. BI01010001010000000000000515BI0100001122 188.5 Cum
12 11 Returning, filling in (soils), including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. BI01010001010000000000000515BI0100001123 504.6 Cum
13 12 M&L for providing plain Cement concrete type B2 1:2:4 (40mm graded broken stone aggregate) as in surface channels and drains complete all as specified and directed. BI01010001010000000000000515BI0100001124 65.5 Cum
14 13 M&L for providing precast cement concrete (1:3:6) type C1 (using 20mm graded broken stone aggregate) solid block, exc. 10cm in width and setting in CM (1:4) complete all as specified and directed. BI01010001010000000000000515BI0100001125 87.2 Cum
15 14 M&L for rendering 15 mm thick 1:4 cement plaster on fair faces of brick work or concrete surfaces complete all as specified and directed. BI01010001010000000000000515BI0100001126 514.2 Sqm
16 15 M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mould, mitred /stopped ends etc complete all as specified and directed. BI01010001010000000000000515BI0100001127 210 Rm
17 16 Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion, embedded in concrete and making good disturbed ground complete all as specified and directed. BI01010001010000000000000515BI0100001128 65 RM
18 17 Dismantling fencing wire mesh any type complete all as specified and directed. BI01010001010000000000000515BI0100001129 152.5 Sqm
19 18 Excavation in post holes each n.exc. 0.5 cum in soft/loose soil getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layer n.exc. 25 cm, watering and removing surplus soil to a distance n.exc. 50 m and making good surface complete all as specified and directed. BI01010001010000000000000515BI0100001130 18 Each
20 19 M&L for Cement concrete type D2 1:4:8 (40mm graded broken stone aggregate) as in fillings and mass concrete complete all as specified and directed. BI01010001010000000000000515BI0100001131 1 Cum
21 20 M&L for Mild steel TMT deformed bars quality confirming to Fe 500 D, 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed. BI01010001010000000000000515BI0100001132 16221 Kg
22 21 Supply only 10 mm dia mild steel round bars as in straining rod to secure chain link mesh complete all as specified and directed.\nNote: Fixing of straining rod are deemed to be inclusive in the quoted rate of fixing of chain link fencing. BI01010001010000000000000515BI0100001133 155 Kg
23 22 M&L for Mild steel TMT bars quality confirming to Fe 500 D, 6 mm to 8 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. BI01010001010000000000000515BI0100001134 115 Kg
24 23 M&L for Providing reinforced cement concrete type B-1, 1:2:4 (20 mm graded stone aggregate) as in pre cast posts, fencing posts, straining or terminal posts, struts etc, for fencing average sectional area n exc. 100 Sq.cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed complete all as specified and directed. BI01010001010000000000000515BI0100001135 1.8 Cum
25 24 S&F galvanised two strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed (each line wire to be measured). BI01010001010000000000000515BI0100001136 2 100 RM
26 25 Supply only Chain link MS Galvanized fencing of mesh size 100 mm x 100 mm and diameter of wire 3mm complete all as specified and directed. BI01010001010000000000000515BI0100001137 356.5 Kg
27 26 Fixing only chain link fencing including line wires / straining rods any mesh, size and type to any type of standards rails, including line wire, binding wires, straining bolts etc including provision of binding wire complete all as specified and directed. BI01010001010000000000000515BI0100001138 115 Sqm
28 27 M&L for prepration for new or previously untreated steel surfaces n.exc 10 cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed. BI01010001010000000000000515BI0100001139 4.1 10 RM
29 28 S&F Mild Steel works for posts and struts in fencing including cutting tops to shape as directed drilling holes, notching holes for wire etc, flat iron fillets (for securing wire mesh etc), including all necessary drilling and bolting and riveting etc and similar work conforming to Fe 290 Grade-E-165 complete all as specified and as directed. BI01010001010000000000000515BI0100001140 80 Kg
30 29 S&F Mild Steel Screw bolts 12 mm dia(Machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut exc 15 cm and not exc 22.5 cm long complete all as specified and directed. BI01010001010000000000000515BI0100001141 40 Kg
31 30 M&L for broken stone or boulders 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. BI01010001010000000000000515BI0100001142 1.98 Cum
32 31 M&L for Cement concrete1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation,filling and mass Concrete, etc.complete all as specified and directed BI01010001010000000000000515BI0100001143 29.6 Cum
33 32 M&L for rendering 15 mm thick 1:4 cement plaster on fair faces of brick work or concrete surfaces finised even and smooth without using extra cement complete all as specified and directed. BI01010001010000000000000515BI0100001144 4.6 Sqm
34 33 M&L for Reinforced concrete pipes, class NP2, laid and jointed complete with collars in trenches, etc. on concrete bed or directly on hard ground complete all as specified and directed. BI01010001010000000000000515BI0100001145 12 Rm
35 34 M&L for excavation over areas, not exceeding 1.5 m deep and getting out in soft /loose soil complete all as specified and directed. BI01010001010000000000000515BI0100001146 352 Cum
36 35 M&L for Excavation over areas, not exceeding 1.5 m deep and getting out in soft / disintegrated rock complete all as specified and directed. BI01010001010000000000000515BI0100001147 85 Cum
37 36 M&L for Excavation over areas, exceeding 1.5 m and n.exc 3.00 m deep and getting out in soft /loose soil complete all as specified and directed. BI01010001010000000000000515BI0100001148 335 Cum
38 37 M&L for Excavation over areas, exceeding 3.0 m and n.exc 4.5 m deep and getting out in soft loose soil complete all as specified and directed. BI01010001010000000000000515BI0100001149 60 Cum
39 38 M&L for use and 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, with rough finished surface of concrete, flat complete all as specified and directed. BI01010001010000000000000515BI0100001150 103.5 Sqm
40 39 M&L for RCC M 25 (20 mm graded stone aggregates) 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. BI01010001010000000000000515BI0100001151 277 Cum
41 40 M&L for use and waste 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 with roughly finished surface of concrete, flat complete all as specified and directed. BI01010001010000000000000515BI0100001152 1367 Sqm
42 41 M&L for RCC M 25 (20 mm graded stone aggregates) 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. BI01010001010000000000000515BI0100001153 253 Cum
43 42 M&L for 110mm dia High density polyethylene pipes (HDPE) of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors etc.complete all as specified and directed. BI01010001010000000000000515BI0100001154 252 Rm
44 43 M&L for hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level with broken stone or boulders of size 40 mm - 60mm and 10 mm - 20 mm complete all as specified and directed. BI01010001010000000000000515BI0100001155 168.3 Cum
45 44 Returning and filling in (soft/disintegrated rock) including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. BI01010001010000000000000515BI0100001156 85 Cum
46 45 Rough excavation not exceeding 1.50 m deep and getting out in soft / loose soil complete all as specified and directed. BI01010001010000000000000515BI0100001157 290 Cum
47 46 Rough excavation not exceeding 1.50 m deep and getting out in soft / disintegrated rock complete all as specified and directed. BI01010001010000000000000515BI0100001158 30 Cum
48 47 Scarifying or picking gravelled, macadam or bituminous surfaces in area n.exc 400 sqm and exc 50 mm and n. exc.100 mm deep complete all as specified and directed. BI01010001010000000000000515BI0100001159 39.9 Per 10 Sqm
49 48 Screening road metal, Chipping, etc on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured) complete all as directed. BI01010001010000000000000515BI0100001160 19.95 Cum
50 49 M & L for 100 mm thick Moorum/red bajri, spread, rolled and consolidated to gradient and camber required complete all as specified and directed. BI01010001010000000000000515BI0100001161 25 Per 10 Sqm
51 50 Rolling & consolidating formation surfaces in cutting/filling with 8 to 12 tonne Power roller including watering as required, filling in hollows and depressions which occur during the process of rolling complete all as specified and directed.\nNote : Charges of power roller for rolling is deemed to be included in this Item and no extra payment will be admissible on this account\n BI01010001010000000000000515BI0100001162 25 Per 10 Sqm
52 51 M & L for Soling (or subbase) with broken boulders or quarried stone of size ranging from 50 mm to 150 mm spread thickness150 mm in two layers (each layer 75mm thick) interstices filled surface formed and rolled with 8 to 12 tonne power roller and consolidated to required gradient and camber complete all as specified and directed.\nNote : Charges of power roller for rolling is deemed to be included in this Item and no extra payment will be admissible on this account BI01010001010000000000000515BI0100001163 25 Per 10 Sqm
53 52 M & L for 100 mm thick (compacted thickness) WBM with coarse aggregates of grading-1 (90 mm to 40 mm size),using sand stone, lime stone, flint or quartzite, spread, rolled and consolidated with 8 to 12 tonne power roller to gradient and camber required complete all as specified and directed.\nNote : Charges of power roller for rolling is deemed to be included in this Item and no extra payment will be admissible on this accoun BI01010001010000000000000515BI0100001164 200 Per 10 Sqm
54 53 M & L for preparing un-surfaced water bound macadam by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc complete all as specified and directed. BI01010001010000000000000515BI0100001165 200 Per 10 Sqm
55 54 M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning to cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed. BI01010001010000000000000515BI0100001166 450 Per 10 Sqm
56 55 M&L for applying evenly a priming/tack coat with bituminous primer over new surfaces @ 10 kg per 10 Sqm using paving bitumen,complete all as specified and as directed. BI01010001010000000000000515BI0100001167 200 Per 10 Sqm
57 56 M&L for applying evenly a priming/tack coat with bituminous primer over old surfaces @ 5 kg per 10 Sqm using paving bitumen,complete all as specified and as directed. BI01010001010000000000000515BI0100001168 450 Per 10 Sqm
58 57 M&L for providing bituminous premix asphaltic dense concrete 40mm consolidatedthickness with 6% binder( paving bitumen) content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed. BI01010001010000000000000515BI0100001169 650 Per 10 Sqm
59 58 M&L for providing premix bituminous, macadam laid / rolled and compacted to required gradient and camber ( consolidated thickness not exc. 75 mm ) using paving bitumen @ 4 % by weight of total mix complete all as specified and directed.\n BI01010001010000000000000515BI0100001170 400 Cum
60 59 M&L for providing precast cement concrete factory made kerb stone (any size as approved by GE) of M-25 grade cement concrete laid in any position with required line, level and curvature, jointed with cement mortar 1:4 complete all as specified and directed BI01010001010000000000000515BI0100001171 50 cum
61 60 M&L for repairs to pot holes any depth n.exc 1 Sqm each including sweeping free from dust and mud or water, scouring sunken surfaces in roads, path, etc cutting around edges to at least 25 mm in depth and making good by applying a tack coat with bituminous primer (using paving bitumen) @ 5 Kg per 10 Sqm putting in bituminous macadam, well rammed and applying liquid seal coat @ 9.80 Kg per 10 Sqm blinded with 0.09 Cum of stone chippings 6.3 mm size and again well rammed and rolled with 8 to 12 Tonne power roller to uniform smooth surface(including supply of premixed bituminous carpet, binder and chipping) complete all as specified and directed. Depth of pot holes exc 30 mm. \nNote : Charges of power roller for rolling is deemed to be included in this Item and no extra payment will be admissible on this account BI01010001010000000000000515BI0100001172 60 Per 10 Sqm
62 61 M&L for painting lines, dashes, arrows, letters, etc. on roads pavements and the like n exc 10cm wide with road marking paint, white or golden yellow complete all as specified and directed. BI01010001010000000000000515BI0100001173 870 Per 10 RM
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