Provision of RCC road, shoulders, berms and surface drainage system at HAL Lucknow

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 50 m and for all lift, as directed by Engineer-in-charge.

Earth work in all kinds of soil excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 500 m etc all complete as required and directed by EIC.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge

Dismantling tile work of any description for thickness of tiles 10 mm to 25 mm in floors and roofs laid in cement mortar including stacking material within 50 metres lead etc all ccomplete as required and directed by EIC.

Demolishing cement concrete Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) manually/ by mechanical means ncluding disposal of material within 50 metres lead as per direction of Engineer - in - charge.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Providing and laying 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level or as per site requirement etc complete as required and directed by EIC.

Providing and laying 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) including side shuttering, placing, compacting, curing all lead & lifts, work of any description etc all complete as required and directed by EIC.

Providing and laying Brick work Cement mortar 1:6 (1 cement : 6 coarse sand) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in etc all completed as per directed by EIC.

Providing, rendering, dubbing out cement plastering 12 mm thick with cement mortar 1:6 (1 cement: 6 coarse sand) on walls of rough / fair faces of brick wall / concerete surface including jams, soffit and edges of plastering chamfering wherever required, finishing of surface even and smooth without using extra cement with all labour, material, scaffolding, curing, including hacking of concrete surfaces, T&P etc all complete as per direction of EIC.

Providing and applying neat cement punning over 12 mm thick cement plaster on brick /Concrete surface including all cost of labour, material and T&P etc. all completed as per directed by EIC.

Providing and laying design mix cement concrete of M-40 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm to 20 nominal graded size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) as approved by EIC including transportation to site in transit mixer as per directed by EIC. Note:- Cement content considered in M-40 is @ 390 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Providing centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete complete all as specified & as directed by EIC.

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping, side shuttings slopes etc all complete as requried and directed by EIC.

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

Providing and laying in position Thermo-Mechanically Treated bars of grade Fe-500D or more, MS reinforcement for RCC works of any dia, Dowels with sleevs for expansion joints including straightening, cutting , bending, placing in position and binding all complete - up to plinth level all as specified and as directed by EIC/OIC.

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.

Providing and laying factory made 80mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

Providing and laying dark shade pigment using ordinary cement chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) of approved make, pattern, shape , size , design etc all complete as required and directed by EIC.

Providing and laying matt finished vitrified tile of size 60 cm x 60 cm x 2 cm or 30 cm x 30 cm x 2cm or 20 cm x 10 cm x 2cm ( size of tile will be as per suitability of site condition) having water absorption less than 0.5% , flexural strength more than 38 N/Sqmm, Breaking strength more than 8000 N and conforming to IS: 15622, IS:- 4457-2007 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc. of approved make, size, pattern, design , shade etc by EIC and laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. including wastages complete all as specified and as as per direction of Engineer-in-Charge

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing, laid in requried pattern and design, colour of granite stone blocks, cutting wastages etc. complete as per direction of engineer-in-charge.

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A etc all as requried and directed by EIC.

Providing and filling in position rubberized bitumen hot sealing compound (Grade A) for sealing of expansion, construction & longitudinal joints in roads / pavements all complete as per the direction o Engineer-In-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Manufacturing, supplying and fixing Informatory road signage retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, fixing and errecting the same in position all complete as per drawings, specifications and direction of the Engineer-In-Charge

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer for using structural steel etc. as required for any description of works in requried shape, size and design etc all complete as requried and directed by EIC.

Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete and as per direction of Engineer-in-charge.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with approved paint of approved brand including primer, preparation of surface etc all complete as required and directed by EIC.

Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of EIC and accordance with applicable specifications etc complete as required and directed by EIC.

Providing and laying 150mm dia. R.C.C. pipe non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as required and directed by EIC.

Providing and laying 300 mm dia. R.C.C. pipe non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete all as required and directed by EIC.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge leading upto 5 km.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed of approved make and design etc all as required and as per direction of Engineer-in-charge.

Above

HAL-AD/9904/4706/CE/2025

Provision of RCC road, shoulders, berms and surface drainage system at HAL Lucknow

Description

Name of the Individual / Firm / Company: * Mandatory

Type of ownership Pvt. Ltd./ Proprietorship/Partnership/ Public limited/ Govt. Agencies/ Trust

Details of Constitution or Legal Status such as certificate of incorporation, shops and establishments, Contractor registration No etc.,

Address for correspondence:

Contact details

Intending parties having credentials as mentioned below may participate in e-tendering. The pre-qualification requirements for the works are as under :-

List of similar works executed in the past 7 years with value, schedule period of completion reasons for delay in completion if any and salient features of works, with documentary evidence of satisfactory completion.

PAN No.:

Constitution and legal status i.e. Proof of proprietary/Partnership firm or company & authorised person for receiving or signing the documents to be submitted.

Goods and Service Tax ID No.

SAC (Service Accounting code) along with the tax structure.

Income Tax Returns for the last three years

Annual turnover for the last five years.

Plant & Machinery details for the work.

Proposed work completion schedule in the form of bar-chart and monthwise billing plans.

Value of work on hand as on date of submission of tender also indicating the stipulated period of completion (required for bid capacity also) with following format:-

Bank Balance Statement for the last thee months.

Overdraft facilities available with the agencies.

Balance sheet for the last five years.

List of supervisor/ technical staff/

Bank account details such as account no., name of account holder, name and address of the bank, IFSC code duly certified by the bank along with cancelled cheque as a document of proof shall be attached.

Registered Contractor

Registration Certificate under BOCW

Average annual financial turn over during the last 3 years, ending 31st March 2024 of the previous financial year [ should not be less than 30% of Amount put to tender]

EMD of Rs.543340.00

Latest Solvency Certificate issued from Nationalized/ scheduled Bank issued and NOT before 12 months from the last date of Tender submission

Experience of having successfully completed similar works during last 7 years ending last day of previous month. [Latest work experience certificate may be uploaded]

(i) THREE similar completed works each costing not less than the amount equal to 40% of the estimated cost.

(ii) TWO similar completed works each costing not less than the amount equal to 50% of the estimated cost.

(iii) ONE similar completed work each costing not less than the amount equal to 80% of Amount put to the tender.

Details of person holding the power of Attorney (If different from contact person)

Bid Capacity (i) The necessary documents to be submitted along with the technical bid (Technical bid ) Part-I in order to work out Bid Capacity as mentioned in Assessed available bid capacity as per NIT (ii) Assessed available bid capacity : The construction agencies who meet the minimum qualifying criteria shall be qualified only if their available bid capacity is more than the total estimated project/ package cost. The available bid capacity of a construction agency may be calculated as under :- Assessed available bid capacity = AXNX2-B, where N = Number of years prescribed for completion of subject project/ contract (indicate contract period N years) A = Maximum value of works executed in any one year during last five years at current price level, to work out value of work executed during previous years at current price level a weightage of 10% per year should be applied. B = Value at current price level of existing commitment and ongoing works to be completed in the next N years.

DECLARATION I

DECLARATION II

DECLARATION III