Military Engineer Services-MES has published Provision Of Peb ( Pre-Engineered Building ) Structure Works And Associated Services At Af Stn Jorhat. Submission Date for this Tender is 27-08-2021. PEB Tenders in Jorhat Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 27-Jul-2021 | Corrigendum_1 | Date | 13-08-2021 |
| 2 | 05-Aug-2021 | Corrigendum_2 | Date | 20-08-2021 |
| 3 | 11-Aug-2021 | Corrigendum_3 | Date | 27-08-2021 |
| NAME OF WORK: PROVN OF PEB (PRE-ENGINEERED BUILDING) STRUCTURE WORKS AND ASSOCIATED SERVICES AT AF STN JORHAT | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SCHEDULE "A" PART -I (TECHNICAL BUILDINGS (PEB) WORK ): \nNote:- This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col.5 signifies this fact only. | |||
| 2 | 1.01 | Design, Construction and Erection of Pre-Engineered Buildings steel structure for roof covering to existing Blast Pens of size 58.0 X 35.45 X 11.15 m clear height with double side slope roof (1:10) as per drawings and specifications attached, including bird proofing, provn of bored cast in situ pile foundation including excavation for foundation duly ascertaining the SBC of soil, disposal of debris/ earth and making good the excavated area for foundation to match with the existing surfaces complete all as specified and as shown on drawings.\nNote :- \n(i) PEB structure to be designed to withstand 180 Km/hr (both in line and cross winds) after carryout necessary soil investigation at site.\n(ii) The rate quoted shall deemed to include the cost of designing and vetting of design of PEB structures by IISC Bangalore/ IITs/ NITs. The design (showing full calculations and details) vetted by IISc Bangalore/ IITs/ NITs shall be submitted to the department as per time schedule. \n(iii) Suitable eves gutters and rainwater downtake pipes as required shall be provided to divert rain water from the roof to ground level . \n(iv) The rate quoted is deemed to include the cost for provision of necessary arrangement for fixing light fittings.\n(v) The structural element should be so designed as to prevent nesting/ sitting of birds inside the structure.\n(vi) The quoted rate shall include Initial load test, routine load test, pull out test and lateral load test as per relevant IS provision on each Blast Pen. Integrity test shall be carried out on all the pile foundation so designed.\n(vii) The bird proofing for hanger shall be measured and paid separately. | 1 | Each Job | |
| 3 | 2 | SCHEDULE "A" PART-II (SITE CLEARANCE, SITE DEVELOPMENT AND EARTH WORK)\nDetails of prepriced Schedule is given in tender documents | 1 | Lump sum | |
| 4 | 3 | SCHEDULE "A" PART-III (LIGHTENING PROTECTION)\nDetails of prepriced Schedule is given in tender documents. | 1 | Lump sum | |
| 5 | 4 | SCHEDULE "A" PART-IV (EXTERNAL ELECTRIFICATION)\nDetails of prepriced Schedule is given in tender documents. | 1 | Lump sum | |
| 6 | 5 | SCHEDULE "A" PART-V (RCC RETAINING WALL)\nDetails of prepriced Schedule is given in tender documents. | 1 | Lump sum | |
| 7 | 6 | SCHEDULE "A" PART -VI (MISCELLANEOUS ITEMS) \nNote:- This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col 5 signifies this fact only. | |||
| 8 | 6.01 | Supply and fixing heavy duty HDPE netting of square mess size 50mm X 50mm with min yarn breaking strenght of 45 Kg, installed by hooks/frames/bindingsas bird proofing for hangar of Avg height of 12m, size 45m x 35m for preventing entry, sitting, nesting and colonization of most types birds like feral pigeons, starling, sparrow etc. complete all as specified and as directed. | 2057 | SQM | |
| 9 | 6.02 | HANGAR FLOORING/ROAD/TAXI-TRACK\nM & L for Stabilising the soil which is in situ (Obtained from respective item of excavation under this BOQ at site as approved) breaking the oversize particles to required size, adding cement @ 2.0% (minimum) by weight of soil to be used in the item and water to the required quantity to maintain optimum moisture content of the soil mixture during consolidation, mixing the soil, cement and water in a mechanical mixing plant to obtain homogeneous mixture, laying the soil mixture in single layer not exc 150 mm thick for a total depth of 400 mm by mechanical means, consolidating with suitable compacting plants such as 8 to 10 Ton vibratory roller etc under optimum moisture content to achieve atleast 98% of maximum dry density (Modified Proctor Density) and to achieve 'k' value of not less than 4.00 kg/cm2/cm determined in accordance with relevant IS code of practices and finishing the surface to the required levels, gradients etc complete all as specified and directed. \nNOTES: \n(1) Soil for stabilization shall be obtained from respective item of excavation under this BOQ at site as approved by GE \n(2) The tenderer's quoted rate shall deemed to include the cost of material (ie cement) including carriage of soil from site to soil stabilising plant and carriage of stabilised soil from plant to site for laying in pavement locations.\n(3) No price adjustment shall be applicable if excess quantity of cement is used / approved in the execution of work under this item. | 1900 | Cum | |
| 10 | 6.03 | M & L for providing GSB(Granular sub base) Grade-V of MORTH, IRC specifications, 200 mm thick in two layers n exc 100 mm thick each, watering, ramming/ rolling by tandem wheel roller and finshed to logitudinal gradient (1:150) & traverse gradient (1:100) for achieving field compaction at least to 98% of MDD (Max Dry density) of soil and CBR (Minimum 30) as per MORTH, complete all as specified and as directed. | 477 | 10 Sqm | |
| 11 | 6.04 | M & L for 150mm (compacted thickness ) wet mix macadam (WMM) (in twi layers of 75mm each compacted separately ) manufactured in WMM plant. Each layer compacted separately (as per Table 400-12 and 400-13 of MORTH specifications) with crushed stone aggregates specified grading, spreading unsing sensor paver / grader as specified rolled and consolidated using 8 to 10 tonnes capacity tandom vibratory power roller to required gradient and camber to achieve minimum 98% density of Maxi Dry Density determined and as per MORTH clause 406, complete all as specified and directed. \nNote:-\nIf the water absorbtion value of coarse aggregate is greater than 2% the soundness test shall be carried out on the material deleivered at site. | 715 | Cum | |
| 12 | 6.05 | M & L for Providing and laying Dry Lean Concrete (DLC) 150 mm thick having compressive strength not less than 10 Mpa at 07 days (IRC:SP49-2014) for each consecutive group of 05 cubes. Individual strength of each cube must not be less than 7.5 Mpa at 7 days. DLC laid over prepared and laid WMM with coarse and fine aggregate conforming to IS 383 size of aggregate not exc 26.5mm (grading and other parameter as per table no 601 of MORTH specifications/ table IRC : SP-49-2014) mixed in batching planmt , transported to site and laid by sensor paver including spreading and compacting using double drum smooth wheeled roller 80-100 KN of static and vibratory capacity including necessary formwork finishing etc with minimum cement contesnt 150 kg/Cum, complete all as specified and as directed. \nNote:-\n(a) No price adjustment shall be applicable if quantity of cement content used in the work as approved in the Design mix eceeds 150 kg.\n(b) the rate quoted shall be inclusive of use and waste of form work for total thickness.\n | 715 | Each Job | |
| 13 | 6.06 | M & L for high density polythene film (transparent colour) in single layer of 400 Micron thickness virgin quality as per ASTMD 2103/IS 2508 laid with side and ovelapping not less than 300mm complete all as specified and directed.\nNote:-\nThe side lap shall be 150mm and end lap shall be 300mm and the rate quoted shall be deemed to include for laps. | 4749 | Sqm | |
| 14 | 6.07 | M & L for providing and laying 380 mm thick pavement quality concrete (PQC) on min field Flexural strength of 45 Kg/SQCM lower control limit at 28 days in pavement slab usnig min 400 Kg of cement per Cum as per IRC 15-2011 (only 43 grade OPC must be used in PQC) mixed with non circular synthetic fiber reinforcement by mechanical means at the rate of 0.25% by weight of cement per cum of PQC. The max size of aggregate in PQC must be 31.5mm and gradtion as per table 600-3 MORTH, IRC SP 49 specifications, design mix mixed in batching plant trasported to site laid with sensor paver including bull nosing rounding off the edges including necessary formwork finishing etc all as specified and directed. \nNOTES:-\n(a) Flexural strength shall be established by beam test and design mix formula should be compatible to IRC-44-2017, IS-456.\n(b) The non circular fiber synthetic reinforcement mixed with concrete shall be measured and paid separately.\n(c) All types of joints shall be measured and paid separately.\n(d) No price adjustment shall be applicable if excess quantity of cement OPC-43 used in work.\n(e) The rate quoted shall be inclusive of use and waste of form work for total thickness.\n | 1806 | Cum | |
| 15 | 6.08 | Supply only non circular synthetic polyster fiber, 6/12mm long with circum circle diameter 30-35 Micron , designed for melting point 240-260 degree Celsius and specific gravity 1.34 to 1.40 etc, complete all as specified and directed. | 1805 | Kg | |
| 16 | 6.09 | M & L for Forming 25mm wide expansion joint in concrete slab for full depth of PQC. The joint be cleaned and filled with pre- moulded 25 mm thick compressible polyethylene closed cell type filler board as specified and applying closed cell, medium density, cross linked polyethylene foam backup rod of 30 mm dia over filler board and then priming top 15mm with approved primer and filling with polyurethane based sealant complying with BS-5212/ euivalent international code with min MAF +/- 30% having 10 year performance guarantee, applying masking tape on the edges of joints to prevent accidental spillage of sealant and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete all as specified and directed. | 215 | RM | |
| 17 | 6.1 | M & L for Forming dummy/contraction joint using diamond cutter with initial saw cut with 3 mm blade soon after concrete set, upto a depth of 125 mm, widening the first saw cut to 6 mm wide and 24 mm deep from top filling with closed cell, medium density , cross linked polyethylene foam backup rod of 8mm dia for concrete length of joint,priming top 15 mm with approved primer, applying masking tape on edges of joint to prevent accidental spillage of sealant and filling with polyurethane / polysulphide based sealant complying with BS-5212/ euivalent international code with min MAF +/- 30% having 10 year performance guarantee, applying masking tape on the edges of joints to prevent accidental spillage of sealant and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete all as specified and directed. | 1345 | RM | |
| 18 | 6.11 | M & L for Forming construction joint 25mm deep x 8mm wide using diamond cutter with closed cell, medium density, cross linked polyethene foam back up rod of 12mm dia, applying bond breaker tape on top of back rod for complete width of the joint, priming top 15mm with specified primer and fitting with poyurethane/polysuphide based sealant with min MAF +30% (with 10 years performance guarantee) and removing the masking tape on edge of joint to prevant accidential spillage of sealant and as specified and as per manufacutrer directions, complete all as specified and as directed.\n | 953 | RM | |
| 19 | 6.12 | M & L for painting line dashes (continous/ uninterrupted) arrow letters on pavement of runway exc 10cm width 2 coats of acrylic water based road marking paint including preparation of surface, complete all as specified and directed. | 90 | Sqm | |
| 20 | 6.13 | M & L for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in haunching with bed, complete all as specified and as directed. | 0.3 | Cum | |
| 21 | 6.14 | M & L for mild steel round bar 10mm dia and abovbe including cutting, bending to shape etc,complete all as specified and as directed.\n | 50 | Kg | |
| 22 | 6.15 | Internal Electrification\nS & F for sub main wiring with 2 runs of single core 2.5 Sqmm (Nominal area) FR-LSH PVC insulated unsheathed multi-stranded copper conductor cable LT 1100 Volts grade, drawn through in and including steel surface conduit having wall thickness 2mm of required size including earth continuity conductor using FR-LSH PVC insulated unsheathed copper conductor cable 1 run of size 2.5 Sqmm (Nominal area) connected to common earth dolly complete all as specified and as directed.\nNotes:\n1) 2 runs of 2.5 sqmm, one run of earth continuity conductor of 2.5 sqmm cable and one run of steel conduit pipe shall be measured as one run length.\n2) Cutting chases, making good disturbed surface shall be included in quoted lump sum of schedule 'A' Part-I and nothing extra shall be paid on this account.\n | 1350 | RM | |
| 23 | 6.16 | S & F for sub main wiring with 4 runs of single core 6.0 Sqmm (Nominal area) FR-LSH PVC insulated unsheathed multi-stranded copper conductor cable LT 1100 Volts grade, drawn through in and including steel surface conduit having wall thickness 2mm of required size including earth continuity conductor using FR-LSH PVC insulated unsheathed copper conductor cable 2 runs of size 6.0 Sqmm (Nominal area) connected to common earth dolly complete all as specified and as directed.\nNotes:\n1) 4 runs of 6.0 sqmm, 2 runs of earth continuity conductor of 6.0 sqmm cable and one run of steel conduit pipe shall be measured as one run length.\n2) Cutting chases, making good disturbed surface shall be included in quoted lump sum of schedule 'A' Part-I and nothing extra shall be paid on this account.\n | 540 | RM | |
| 24 | 6.17 | S & F for sub main wiring with 2 runs of single core 10.0 Sqmm (Nominal area) FR-LSH PVC insulated unsheathed multi-stranded copper conductor cable LT 1100 Volts grade, drawn through in and including steel surface conduit having wall thickness 2mm of required size including earth continuity conductor using FR-LSH PVC insulated unsheathed copper conductor cable 1 run of size 10.0 Sqmm (Nominal area) connected to common earth dolly complete all as specified and as directed.\nNotes:\n1) 2 runs of 10.0 sqmm, 1 run of earth continuity conductor of 10.0 sqmm cable and one run of steel conduit pipe shall be measured as one run length.\n2) Cutting chases, making good disturbed surface shall be included in quoted lump sum of schedule 'A' Part-I and nothing extra shall be paid on this account.\n | 300 | RM | |
| 25 | 6.18 | S & F LED Flood light 250 watts operating voltage 130 to 280 V, lumen efficiency not less than 110 lumen/watt.\nMake: Crompton(LSFO-250-CDL/60/M) | 12 | Each | |
| 26 | 6.19 | S & F SP&N, DB, double door, 240V 12 Way complete all as specified and directed. | 6 | Each | |
| 27 | 6.2 | S & F VTPN DB, 415V, 6 way with incomer MCCB 63 A, 4 Pole 25KA with metal door complete all as specified and directed. | 3 | Each | |
| 28 | 6.21 | S & F for MCB single pole, 240V, 6-32 Amps, 10 KA, complete all as specified and directed. | 39 | Each | |
| 29 | 6.22 | S & F MCB single pole, 240V, 40 Amps, 10 KA, complete all as specified and directed. | 6 | Each | |
| 30 | 6.23 | S & F MCB TPN, 240V,16 Amps, 10 KA, complete all as specified and directed. | 12 | Each | |
| 31 | 6.24 | S & F for MCB SPN, 240V, 40 Amps, 10 KA, complete all as specified and directed. | 6 | Each | |
| 32 | 6.25 | S & F 5 pin, 3 phase+neutral+Earth, surface mounted socket, 63 A, 380-415V, 50Hz with IP 66/67 protection, complete all as specified and directed. | 12 | Each | |
| 33 | 6.26 | S & F switch piano flush type 15/16 Amps, 240V, single pole, one-way, complete all as specified and directed. | 18 | Each | |
| 34 | 6.27 | S & F for socket outlet 15/16 Amps, 6 in 1 flush type, complete all as specified and directed. | 18 | Each | |
| 35 | 6.28 | Lightening Protection\nM & L for Earthing complete with galvanised steel earth plate electrode 300mm×300cm× 3.15mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to copper strip 20x3mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion,PCC pit with 50mm thick RCC cover having suitable handle (10mm MS Rod) 20mm dia GI Medium garde watering pipe with GI funnel with wire mesh 40mm bore GI medium grade for protection of earth lead conductor, complete, all as specified and directed. | 10 | Each Job | |
| 36 | 6.29 | External Electrification\nM & L sub class-B brick, well burnt laid breath wise along the length of cable laid in trenches over sand cushioning laid for UG cable protection, complete, all as specified and directed. | 7684 | Each | |
| 37 | 6.3 | M & L boring holes under road pavement hard standing by trenchless technology using manual auguring moulding reinforced concrete pipe of class NP3 of 150mm dia, complete, all as specified and directed. | 150 | RM | |
| 38 | 6.31 | M & L for Earthing complete with galvanised steel earth plate electrode 600mm×600mm× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion PCC pit with 50mm thick RCC cover having suitable handle (10mm MS Rod) 20mm dia GI Medium garde watering pipe with GI funnel with wire mesh 40mm bore GI medium grade for protection of earth lead conductor, complete, all as specified and directed. | 4 | Each Job | |
| 39 | 6.32 | Supply, installation, testing and commissioning of cubical housing cabinet type, LT Panel Board, outdoor type, platform mounted factory made, totally enclosed dust and vermin proof openable form both front and rear side made out of 14 SWG (3.15mm) thick CRCA MS sheet of overall size 1000mm (height) x 1000mm (width) x 650mm (depth) and built upon suitable size angle iron framework, having front and rear hinge doors, GI earthing strips at rear side, bottom detachable gland plate complete with suitable size zinc plated and passivated nut, bolts, spring and washers. The cabinet and all members should be chemically treated with MSR solution for anti corrosive treatment and apply powder coated paint (RAL-7032). The panel should be suitable for 415 V, 50Hz, 3-Phase 4 wire system and internal connection should be provided with aluminium strip of suitable size and necessary foundation work and comprising following:\nINCOMMING\n(a) MCCB 100 Amps, 415 V 16 KA breaking capacity 4 pole duty connected to bus bar as incoming- 01 No.\nOUTGOING\n(b) MCCB 63 Amps, 415 V, 16 KA breaking capacity 4 pole duty connected to busbar - 03 Nos (2+1 Spare)\n(c) Current transformer having ratio 100/5 - 03 sets\n(d) Digital Ammeter with CTs of capacity 0-100 Amps - 01 No\n(e) Digital Voltmeter (96 mm x 96 mm) with PTs of capacity 0-500 Volts with selector switch of 10 Amps - 01 No\n | 1 | Each Job | |
| 40 | 6.33 | Item:5.32(contd--)\n(f) LED indicator lamp RYB - 03 Set\n(g) Control MCB 2.0 Amps SP - 3 Nos.\nBUSBAR CHAMBER\n(h) Sheet steel busbar chamber having front hinged covers with a set of electrolyte garde high conductivity TP&N solid aluminum bus bars rated 200 Amps supproted at required intervals sleeved with heat shirnkable PVC sleevings. The bars shall be colour coded required intervals for identification:- 01 No ( set of 4) \n | |||
| 41 | 6.34 | Supply, installation, testing and commissioning of cubical housing cabinet type, LT Panel Board, outdoor type, platform mounted factory made, totally enclosed dust and vermin proof openable form both front and rear side made out of 14 SWG (3.15mm) thick CRCA MS sheet of overall size 900mm (height) x 900mm (width) x 600mm (depth) and built upon suitable size angle iron framework, having front and rear hinge doors, GI earthing strips at rear side, bottom detachable gland plate complete with suitable size zinc plated and passivated nut, bolts, spring and washers. The cabinet and all members should be chemically treated with MSR solution for anti corrosive treatment and apply powder coated paint (RAL-7032). The panel should be suitable for 415 V, 50Hz, 3-Phase 4 wire system and internal connection should be provided with aluminium strip of suitable size and necessary foundation work and comprising following:\nINCOMMING\n(a) MCCB 63 Amps, 415 V 16 KA breaking capacity 4 pole duty connected to bus bar as incoming- 01 No.\nOUTGOING\n(b) MCCB 63 Amps, 415 V, 16 KA breaking capacity 4 pole duty connected to busbar - 01 No\n(c) Current transformer having ratio 100/5 - 03 sets\n(d) Digital Ammeter with CTs of capacity 0-100 Amps - 01 No\n(e) Digital Voltmeter (96 mm x 96 mm) with PTs of capacity 0-500 Volts with selector switch of 10 Amps - 01 No\n | 1 | Each Job | |
| 42 | 6.35 | Item:5.34(contd--)\n(f) LED indicator lamp RYB - 03 Set\n(g) Control MCB 2.0 Amps SP - 3 Nos.\nBUSBAR CHAMBER\n(h) Sheet steel busbar chamber having front hinged covers with a set of electrolyte garde high conductivity TP&N solid aluminum bus bars rated 200 Amps supproted at required intervals sleeved with heat shirnkable PVC sleevings. The bars shall be colour coded required intervals for identification:- 01 No ( set of 4) \n | |||
| 43 | 6.36 | M & L for brick work with sub-class `B' bricks old size, straight or curved on plan exceeding 6 M mean radius built in cement mortar (1:4), complete all as specified and as directed. | 9 | Cum | |
| 44 | 6.37 | M & L for keyed pointing to brickwork as in CM 1:4, complete all as specified and as directed. | 1 | 10 Sqm | |
| 45 | 6.38 | M & L for applying two coats of cement base paint on new wall surface including preparation of surface etc., complete all as specified and as directed. | 7 | Sqm | |
| 46 | 6.39 | M & L for applying two coats of cement base paint as in old surface including preparation of old surface etc., complete all as specified and as directed. | 530 | Sqm | |
| 47 | 6.4 | M & L for concrete cement 1:2:4 type B1 as in lintels upto 1.5m clear span, cills, steps, seismic, and other similar bands, plinth cources, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs water troghs and like including weathering, slightliy rounded or chemsfered angles and throating, complete all as specified and as directed. | 13 | Cum | |
| 48 | 6.41 | DEMOLITION\nM & L for demoltion of brick work or stone/ boulder masonary built in cement morter including quions arches, pillars etc. but excluding ashler facings dressed stone work and pre cast conrete, complete all as specified and as directed. | 109 | Cum | |
| 49 | 6.42 | M & L for demolition of unreinforced concrete of any descrition, complete all as specified and as directed. | 13 | Cum | |
| 50 | 6.43 | M & L demolition of concrete of any descrition and in any postion not otherwise specifically provided for (Old PQC & DLC layers), complete all as specified and as directed. | 635 | Cum |
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