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Special Repair To Certain Bldg And Certain Road At Binnaguri Mil Stn Under Ge ( S ) Binnaguri, BINNAGURI MIL STN-West Bengal

Military Engineer Services-MES has published Special Repair To Certain Bldg And Certain Road At Binnaguri Mil Stn Under Ge ( S ) Binnaguri. Submission Date for this Tender is 02-07-2020. Building Repair Tenders in BINNAGURI MIL STN West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

24446045
Corrigendum : Special Repair To Certain Bldg And Certain Road At Binnaguri Mil Stn Under Ge ( S ) Binnaguri
Open Tender
Indian
West Bengal
BINNAGURI MIL STN
02-07-2020

Tender Details

Special Repair To Certain Bldg And Certain Road At Binnaguri Mil Stn Under Ge ( S ) Binnaguri

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 02-Jun-2020 CORRIGENDUM001 Other 25-06-2020
2 12-Jun-2020 CORRIGENDUM002 Other 25-06-2020
3 19-Jun-2020 CORRIGENDUM003 Other 25-06-2020
4 25-Jun-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 02-07-2020

Key Value

Document Fees
INR 1000 /-
EMD
INR 220000.0 /-
Tender Value
INR 1.45 Crore /-

BOQ Items

Name of Work: SPECIAL REPAIR TO CERTAIN BLDG AND CERTAIN ROAD AT BINNAGURI MIL STN UNDER GE (S) BINNAGURI
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Schedule 'A' BI01010001010000000000000515BI0100001112
2 1.01 Taking down existing tarfelt with tiles and roof padding like lime concrete etc and cement plaster from roof surfaces and lowering and removing the same incl roughening of old concrete surface of roof by wire brushing and cleaning the surface to remove all loose dust etc complete all as specified and as directed. BI01010001010000000000000515BI0100001113 248.5 SQM
3 2 Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness, (Below or above ground level) complete all as specified and as directed. BI01010001010000000000000515BI0100001114 103.35 CUM
4 3 M & L for 40 mm thick PCC 1:2:4 type Bo (Using 20 mm graded stone aggregate) mixed with integral Water Proofing Compound wherever required as directed and laid on RCC slab as base layer for roof treatment including roughing the top surface of concrete by using broom sticks while the concrete is green but excluding cost of Water Proofing compound complete all as specified and as directed. BI01010001010000000000000515BI0100001115 241.5 SQM
5 4 M&L for 20mm thick screed bed or bedding layers in cement mortar (1:4) in order to maintain proper slope over existing roof surfaces for laying APP based polymeric membrane, finished even and smooth without using extra cement mixed with water proofing compound in top layer as per manufacturer instructions complete all as specified and as directed.\n (NOTE : Polymeric membrane & WPC shall be measured and paid separately under relevant item of this Schedule 'A'). BI01010001010000000000000515BI0100001116 241.5 SQM
6 5 M&L for 20 mm thick plastering in CM (1:4) on fair faces of brick/concrete surface finished even and fair without using extra cement with water proofing compound (WPC will be measured and paid separately) complete all as specified and as directed. BI01010001010000000000000515BI0100001117 7 SQM
7 6 M & L for PCC (1:2:4) type B0 (12.5mm graded aggregate) as in roof kerbs, slightly rounded or chamfered on edges, finished even and smooth on exposed concrete surface without using extra cement all complete as specified and as directed. BI01010001010000000000000515BI0100001118 0.5 CUM
8 7 M&L for applying three coats of High Build fibre reinforced acrylic water proofing system over slab at spread rate 0.50 Lit/ Sq.M for each coat to form total thickness of 1.0 mm including preparation of surfaces.\nMake of High Build fibre reinforced water proofing system : Brush Bond Roof guard from M/s FOSROC or Equivalent complete all as specified and as directed. \nNote : The above treatment will be done in presence of company authorised person BI01010001010000000000000515BI0100001119 248.5 SQM
9 8 M&L for making groove of size 12 x 10 mm at cracked portion of the slab and sealing with cement mortar 1:3 admixes with Acrylic emulsion cement modifier and water based concreting agent @ 3% by weight of cement including preparation of surfaces complete all as specified and as directed. \nMake of Acrylic emulsion cement modifier and water based concrete bonding agent : Nit bond AR from M/s FOSROC or Equivalent.\nNote : The above treatment will be done in presence of company authorised person BI01010001010000000000000515BI0100001120 50 RM
10 9 Supply only integral water proofing compound conforming to IS : 2645-1975 specifications complete all as specified and as directed. BI01010001010000000000000515BI0100001121 435.04 KG
11 10 M&L for 100 mm thick PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) in floorings including finishing the surface even and smooth without using extra cement including use and waste of form work/ screed strips and to divide the areas in to panels and finishing the edges fair or rounding or chamfering of exposed edges complete all as specified and as directed. \n BI01010001010000000000000515BI0100001122 287.43 SQM
12 11 M&L for 100 mm thick Cement concrete type D2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing complete all as specified and as directed. BI01010001010000000000000515BI0100001123 287.43 SQM
13 12 M & L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and leveled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. BI01010001010000000000000515BI0100001124 28.74 CUM
14 13 M&L for 75 mm thick PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) in floorings including finishing the surface even and smooth without using extra cement including use and waste of form work/ screed strips and to divide the areas in to panels and finishing the edges fair or rounding or chamfering of exposed edges complete all as specified and as directed. BI01010001010000000000000515BI0100001125 289.48 SQM
15 14 M&L for Forming construction joint 30 mm deep x 10 mm wide filled with sealing compound grade "A" complete all as specified and as directed. BI01010001010000000000000515BI0100001126 10 TEN RM
16 15 M&L for Forming expansion joint 12mm thick filled with preformed bituminous filler and top 30mm primed with seal compound grade" A" for 75mm thick slab complete all as specified and as directed. BI01010001010000000000000515BI0100001127 10 TEN RM
17 16 Demolition of cement concrete(Reinforced) of any description in any position not otherwise specifically provided for etc. complete all as specified and directed. BI01010001010000000000000515BI0100001128 10 CUM
18 17 Demolition of Brick work or stone/ boulder masonry, laid dry, separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100 M and disposal of unserviceable materials, debris and rubbish to a distance not exceeding 100 M as directed by the Engineer in Charge complete all as specified and as directed. BI01010001010000000000000515BI0100001129 7.3 CUM
19 18 M&L for Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and as directed. BI01010001010000000000000515BI0100001130 25.79 CUM
20 19 M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed. BI01010001010000000000000515BI0100001131 1.46 CUM
21 20 M&L for Reinforced Cement Concrete (Nominal Mix) Type A1 1:11/2:3 (using 20 mm graded stone aggregate) in Beams, cantilevers, lintels over 1.5 M span complete all as specified and as directed. BI01010001010000000000000515BI0100001132 0.9 CUM
22 21 M&L for Reinforced Cement Concrete (Nominal Mix) Type A1 1:11/2:3 (using 20 mm graded stone aggregate) in foundations including rafts, footings and mass concrete complete all as specified and as directed. BI01010001010000000000000515BI0100001133 1.12 CUM
23 22 M&L for Reinforced Cement Concrete (Nominal Mix) Type A1 1:11/2:3 (using 20 mm graded stone aggregate) in Chajjas and the like complete all as specified and as directed. BI01010001010000000000000515BI0100001134 3.64 CUM
24 23 M&L for Rough finished flat Form work to sides of concrete foundations, rafts, plinth beams and similar work, vertical or batter complete all as specified and as directed. BI01010001010000000000000515BI0100001135 9.75 SQM
25 24 M&L for Fair finished flat Form work to sides and soffits of floor or roof beams, lintels, cantilevers, shelves including supports etc complete all as specified and as directed. BI01010001010000000000000515BI0100001136 7.8 SQM
26 25 M&L for Fair finished flat Form work to Chajjas, water troughs and similar items including edges complete all as specified and as directed. BI01010001010000000000000515BI0100001137 36.36 SQM
27 26 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 etc. complete all as specified and directed. BI01010001010000000000000515BI0100001138 200 KG
28 27 S&F mild steel TMT bars 6 to 8 dia and over, cut to length, bent to shape required including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia complete all as specified and directed BI01010001010000000000000515BI0100001139 50 KG
29 28 Mild steel round bars 5 mm to 10 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 quality confirming to Fe-410-W (Gde E-250) Quality - A or Fe-290 (Gde E-165) complete all as specified and as directed. BI01010001010000000000000515BI0100001140 50 KG
30 29 Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/ loose soil complete all as specified and as directed. BI01010001010000000000000515BI0100001141 5 CUM
31 30 Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and as directed. BI01010001010000000000000515BI0100001142 2 CUM
32 31 Removing Excavated soils exceeding 500 M but not exceeding 1 KM and depositing where directed complete all as specified and as directed. BI01010001010000000000000515BI0100001143 3 CUM
33 32 Plain/ Reinforced Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work complete all as specified and as directed. BI01010001010000000000000515BI0100001144 2 CUM
34 33 Taking down plaster on brick or stone wall, ceiling etc incl racking out joints hacking for keys scrubbing down with water etc complete all as specified and directed.etc. BI01010001010000000000000515BI0100001145 1462.91 SQM
35 34 M&L for 15 mm thick plaster in cement mortar (1:4) mixed with WPC rendering on fair faces of brick work finishing the surface fair and even without using extra cement etc complete all as specified and as directed.\n BI01010001010000000000000515BI0100001146 1234.5 SQM
36 35 M & L for 10mm thick rendering on other than fair faces of brick work or concrete surface in cm 1:6 to be finished even and smooth with out suing extra cement complete all as specified and as directed. BI01010001010000000000000515BI0100001147 324.24 SQM
37 36 M&L for 5 mm thick plaster rendering on fair faces of concrete surfaces as in ceiling in CM(1:3) finished even and smooth without using extra cement etc complete all as specified and as directed. BI01010001010000000000000515BI0100001148 71.91 SQM
38 37 M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:3 and finished fair and even without using extra cement as in chajjas and fins etc complete all as specified and as directed. BI01010001010000000000000515BI0100001149 103.32 SQM
39 38 Preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed. BI01010001010000000000000515BI0100001150 324.24 SQM
40 39 Preparing newly plastered/ Asbestos Cement surfaces of ceilings and applying three coats of white wash complete all as specified and as directed. BI01010001010000000000000515BI0100001151 71.91 SQM
41 40 Preparing new plastered surfaces and applying Two coats of cement base paint over a coat of alkali resistant primer on surfaces of walls complete all as specified and as directed. BI01010001010000000000000515BI0100001152 1234.5 SQM
42 41 Preparing old surfaces of walls by brooming down or by steel wire brushing and applying two coats of white wash complete all as specified and as directed. BI01010001010000000000000515BI0100001153 972.51 SQM
43 42 Preparing old surfaces of ceilings by brooming down or by steel wire brushing and applying two coats of white wash complete all as specified and as directed. BI01010001010000000000000515BI0100001154 876.72 SQM
44 43 Complete removal of existing treatment on walls by rubbing down and stopping of painted surfaces and applying two coats of coat of cement base paint on surfaces of walls over a coat of Alkali resistant primer complete all as specified and as directed. BI01010001010000000000000515BI0100001155 1724.5 SQM
45 44 M & L for Forming embankments including raising (or lowering) with excavated earth brought from out side MD Land from a distance of exc 5 KM and n.exc 20 KM , spreading in layers not exceeding 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc. To any height from base complete all as specified and as directed. \nNote : Earth to be brought from outside MD Land suitable for forming embankment. BI01010001010000000000000515BI0100001156 400 CUM
46 45 M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) in surface channels and drains complete all as specified and as directed. BI01010001010000000000000515BI0100001157 46.71 CUM
47 46 M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement complete all as specified and as directed. BI01010001010000000000000515BI0100001158 389.25 SQM
48 47 Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and as directed. BI01010001010000000000000515BI0100001159 519 RM
49 48 Dismantling Structural steel work in ventilators including doors, gates but excluding framed truss etc complete all as specified and as directed. BI01010001010000000000000515BI0100001160 2 QTL
50 49 S&F rolled mild steel equal angles framed work confirming of Fe-290 (Gde-E-165) including welding, drilling for holes as necessary for fixing door frame, verandah jali,truss, mesh and staple etc complete all including taking down complete all as specified and as directed. BI01010001010000000000000515BI0100001161 249.6 KG
51 50 S&F MS flat iron 40 x 5 mm as in support for Ventilator jali,mesh,tie bar for roof, including welding, drilling holes and fixed to frame with nuts red sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc confirming to Fe-290(Gde-E-165) etc complete all as specified and directed. BI01010001010000000000000515BI0100001162 195.94 KG
52 51 Supplied and fixed welded steel wire fabric of size 25 x 25 x 3 mm mm dia complete welded or screwed to steel members complete all as specified and as directed. BI01010001010000000000000515BI0100001163 49.92 KG
53 52 M&L for Fe 410-W(Gde-E-250)quality -A of mild steel in flat (40x5)mm round or square bars, in available lengths etc. complete all as specified and directed. BI01010001010000000000000515BI0100001164 12 KG
54 53 S & F Stainless Steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with Stainless steel wire staples complete all as specified and as directed. BI01010001010000000000000515BI0100001165 12.48 SQM
55 54 S & F Mild steel screw bolts of 11 to 15 mm diameter of shank (machine made) with hexagonal or square heads at one end and screwed the other, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 5 cm long complete all as specified and as directed. BI01010001010000000000000515BI0100001166 30 KG
56 55 Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide zinc chrome primer complete all as specified and as directed. BI01010001010000000000000515BI0100001167 39.94 SQM
57 56 Preparation of old painted steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed. BI01010001010000000000000515BI0100001168 92.27 SQM
58 57 Removing building materials and debris (other than excavated earth) to a distance of 5 KM outside MD Land including loading and dumping/ leveling at the destination ( One load is Equal to one Metric ton ) complete all as specified and as directed. BI01010001010000000000000515BI0100001169 182.82 LOAD
59 58 M&L for surface dressing n exc 15cm deep in soft and loose soil complete all as specified and directed. BI01010001010000000000000515BI0100001170 2194 SQM
60 59 Demolition of brick work or stone / boulder masonary, laid dry including removing of materials of debris from the site of work complete all as specified and directed. BI01010001010000000000000515BI0100001171 139.67 CUM
61 60 M&L for Continuous brick edging (sub class 'B' brick, old size, best quality locally available) with width equal to the width of the brick; laid dry on end vertically complete all as specified and directed. BI01010001010000000000000515BI0100001172 6025 RM
62 61 Scarifying or picking, gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm with depth exc. 50 mm but not exc. 100 mm including removing materials from site of work or stacking for re-use at site complete all as specified and directed. BI01010001010000000000000515BI0100001173 213 TEN SQM
63 62 Screening road metals, chippings, etc on the site of work where specially ordered including removing screened materials clear of screen and stacking in separate heaps for measuring complete all as specified and directed. (Material from both sides of screen measured) BI01010001010000000000000515BI0100001174 26 CUM
64 63 Materials and Labour for 7.5cm thick (compacted thickness) WBM, with coarse aggregate of granite, trap or Basalt of grading 2 (63 to 40mm size), spread, rolled and consolidated to gradient and camber with 8 to 12 tonne power roller and applying evenly a priming/tack coat of catonic emulsion Rs-1 @ 3.50 Kg/ 10 Sqm complete all as specified and directed. \n(Note : Rate of catonic emulsion are deemed to be inclusive in the unit rate). BI01010001010000000000000515BI0100001175 178.32 TEN SQM
65 64 All as per item No.64.00 above but except materials complete all as specified and directed\n(Note:- Serviceable materials shall be obtained from item No. 63.00 here in before for re-use). BI01010001010000000000000515BI0100001176 34.68 TEN SQM
66 65 M&L for preparing un-surfaced water bound macadam by brushing with wire brushes for removing caded mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, providing evenly priming / tack coat with catonic emulsion (RS-1) @ 3.5Kg/ 10 Sqm complete all as specified and directed. BI01010001010000000000000515BI0100001177 213 TEN SQM
67 66 M&L for repairs to potholes of any depth n. exc 1 sqm each including sweeping free from dust & mud etc, scoring sunken surfaces in road, path etc, cutting around edge to atleast 25 mm in depth, making good by applying tack coat with cationic bitumen (Rs 1) @3.5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder @ 9.80 kg per 10 sqm, blinded with 0.09 cum of stone chippings of 6.3 mm size& well rammed including supply of premixed macadam, binder & chippings, complete all as specified and directed by Engineer-in-Charge.\nNote : SDAC will be provided measured and paid under under item 70.00 here-in-after. BI01010001010000000000000515BI0100001178 40 TEN SQM
68 67 M&L for premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 50mm or less) using paving bitumen Vg-30 @ 4% (minimum) by the weight of total mix laid, rolled and compacted to required gradient and camber with 8 to 10 tone power roller complete all as specified and directed. \nNOTE : (i) No extra allowances shall be admissible to the contractor if the bitumen content is required more than 4% by the weight of total mix as per approved design and on minus side it will be recovered @ Rs. 50.00/kg of bitumen irrespective of any purchase price. The contractor shall quote the rate accordingly. \n(ii) Before carrying out bituminous macadam initial level final level both shall be taken and accordingly level sheet and level register shall be prepared. Level sheet shall be signed by the Engineer-in-Charge and contractor which shall be produced during technical check of RAR / Final Bill. BI01010001010000000000000515BI0100001179 403.25 CUM
69 68 M&L for preparing of existing black top surfaces of road and raw bituminous macadam surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags or by air compressor to remove all loose dirt etc and applying evenly a priming / tack coat with cationic bitumen (RS -1) @ 2.5Kg/per 10Sqm to receive Bituminous macadam and SDAC complete all as specified and directed.\n BI01010001010000000000000515BI0100001180 2356.3 TEN SQM
70 69 M&L for bituminous premix asphaltic semi dense concrete 40mm consolidated thickness (minimum) with 5.5% binder content of paving bitumen Gde-VG-30 by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and pre-mixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified in the relevant clauses of SSR Part-I (2009) and as directed. \nNote : (a) The actual binder contain used shall be as per optimised content based on approved Job mix formula irrespective of whatever indicated above. (b) Rate deemed to be included for making good of any undulation/damages in wearing surfaces, where semi dense asphaltic concrete to be laid. (c) Price adjustment shall be done on minus side (without permissible tolerance on minus side) with reference to binder content indicated above and actually to be used in the work. (d) Price adjustment for paving bitumen shall be done @ Rs. 50.00 per KG for any variation on minus side irrespective of actual purchase rate. However, no adjustment for variation on plus side will be made. BI01010001010000000000000515BI0100001181 1721.3 TEN SQM
71 70 M&L for 2.5mm thick painting to road surfaces as in lines, dashes, arrows, letters , zebra crossing etc on roads, pavements and like with thermoplastic road marking paint @ 5 kg/Sqm and applying glass beads @ 300 gms/Sqm over painted surfaces while the painted surfaces are hot by mechanical means including cleaning surfaces complete all as specified and as directed. (Note. The painting shall be carried out through mechanical appliances by the company's approved applicator). BI01010001010000000000000515BI0100001182 1114 SQM
72 71 S&F in repair for Bi-directional Abrasion resistant Raised pavement markers made out of micro prismatic tough polycarbonate lens of approved colour, Engineered thermoplastic body and fixed on the road with Epoxy including making good the disturbed portion of the road complete all as specified and as required at site. BI01010001010000000000000515BI0100001183 786 EACH
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