Department Of Atomic Energy Tender
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Department Of Atomic Energy - DAE Tender
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date30 Sep 2024
Closing Date30 Oct 2024
Tender Amount₹ 63,31,165
Costs
EMD
₹ 1,26,623Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWB_828362_1Bid Award Id
ViewTender No
HWPK/CIVIL/2024/123Tender Authority
Department Of Atomic Energy ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
GuidelinesforetenderinginCPPPwebsite
BOQ Items
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Earth work in Excavation in all type of soil, Soft and ordinary rock etc. 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) bailing out of water if encountered over areas including refilling around foundation, plinth,in layers, watering, consolidating and disposing of all surplus excavated/broken materials upto a lead of 2KM and lift of 1.5 meter, disposed earth to be levelled and neatly dressed all as per drawing, specifications and as directed by the Engineer-In-Charge.
172
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Dismantling of stone masonry by mechanical/ manual means work in Cement mortar carefully with out damaging adjacent structure including stacking of useful materials and disposal of unserviceable materials within 500m lead and as directed by EIC.
25
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Providing and laying Random Rubble Masonry in compound walls, pillars, drains etc. with hard stone in cement mortar 1:6 (1 cement: 6 coarse sand) including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto maximum height of 3.5 meter, including preparation of existing surface to receive further course of masonry by hacking the existing surface, including all tools, tackles, materials, manpower, machinery, scaffolding , curing, pointing, and including making necessary approaches for work by removing bushes and rank vegetation where ever required etc. complete and as directed by the Engineer in charge.
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With new hard stones brought from out side
20
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Using available stone from demolition / dept supply.
Note: Rubble stone will be supplied by dept at free of cost and contractor shall arrange transport for fetching the materials from the dump within the HWP(K) colony premises to the work spot.
140
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Providing and laying in position Cement concrete 1:3:6 (1 cement, 3 coarse sand, 6 graded stone aggregate of 20mm maximum size) including consolidation, finishing, curing etc. but excluding the cost of form work, shuttering, centering complete as per specifications and as directed by the Engineer.
85
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Earth work in All kinds of soil surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge.
600
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Laying 40 mm thick cement concrete floor/base with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm maximum size) finished with a floating coat of neat cement, including cement slurry etc. complete all as per the specifications and as directed by EIC.
350
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Providing and laying in position Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm maximum size) including consolidation, finishing, curing etc. complete as per specifications but excluding the cost form work shuttering, centering complete as per the specification and as directed by the Engineer.
60
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Providing and laying in position Reinforced cement concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) including manufactured sand : 3 graded stone aggregate 20 mm nominal size) including consolidation, finishing, curing etc. complete as per specifications including the cost Form work shuttering, centering, (but excluding cost of steel reinforcement) complete as per the specification and as directed by the Engineer.
40
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Providing & laying TMT Reinforcement Steel bar of grade of Fe 500D or more for reinforced cement concrete at all levels including supplying, preparation of barbending schedules, cutting, bending, transporting, fixing, tieing in position with G.I binding wire, all labourcharges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor using TMT bars of specified grades of all sizes.
2900
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Providing and fixing at or near ground level precast cement concrete in Slab 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources),kerb, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), excluding the cost of required centering, shuttering completeas per the specifications and as directed by EIC.
5
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Half Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including all materials, manpower, scaffolding and including fixing door frame (door frame proveded by department)wherever required etc. complete as pr specifications and as directed by the Engineer In Charge.
175
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Cement mortar 1:6 (1 Cement:6 Coarse Sand) in superstructure above plinth level up to floor V level in all shapes, sizes required slope, including providing necessary scaffolding, curing etc. complete as per the specifications and as directed by EIC.
10
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Plastering with 15 mm cement plaster in 1:4 mix (1 cement: 4 fine sand) at all heights including providing scaffolding, curing etc. complete as per specifications and as directed by Engineer in charge.
295
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Providing all tools, tackles, material, manpower, machinary for Centering and shuttering including strutting, propping etc. and removal of form for all shapes like circular column, ring beam, circular slabs etc. complete as per the specification, drawing and as directed by Engineer.
314
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Providing all tools, tackles, material, manpower, machinary etc. for rubbing/scrapping of existing concrete floor including cleaning, leveling, repairs to patches if any /filling of holes etc. with neat cement paste and regrinding as necessary till required surface finish is obtained etc. all complete as per specifications and as directed by EIC.
Note: Contractor shall arrange for cleaning of entire area after completion of scrapping including disposal of slurry at designated place as directed by EIC at contractor cost and nothing extra will be paid on this account.
1040
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Providing and applying textured exterior paint like sandtex matt of snowcem paints make or equivalent on new surface two or more coats applied @ minimum 3.28 ltr/10 sqm for two coats or as per manufacturer's recommendation In required shade over Snowcem special CW primer or manufacturer recommended exterior primer suitable for the above paint applied @ 2.20 kg/10 sqm or as per manufacturer's recommendation etc. including prepration of surface by removal of black spots, algae mats, etc by thoroughly scrapping the entire surface, washing the entire surface with water to attain a clean surface etc. complete as per manufacturer's specifications and as directed by the Engineer-in-Charge.
1040
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Line Marking of Tennis court as per court marking norms set by ITF/AITA standards using textured exterior paint like sandtex matt of snowcem paints make or equivalent in two or more coats applied @ minimum 3.28 ltr. /10 sqm or as per manufacturer's recommendation in required shade etc. complete as per drawing, manufacturer's specifications and as directed by the Engineer-in-Charge.
1
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Line marking of Basket ball Court as per court marking norms set by FIBA/ SAI standards using textured exterior paint like sandtex matt of snocem make or equivalent in two or more coats applied @ minimum 3.28 ltr./10 sqm or as per manufacturer's recommendation in required shade etc. complete as per drawing, manufacturer's specifications and as directed by the Engineer-in-Charge.
1
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Providing and fixing colour coated corrugated galvalume profile sheets of TATA/JSW or equivalant make (Profile, Colour and shape as approved by the Engineer-incharge) of 0.50mm (TCT) total coated thickness (tolerance as per relevant IS code) with material yield strength 550 MPa, galvalume AZ-150 (zinc aluminium alloy coating nominal composition : 55% aluminium, 43.5% zinc & 1.5% silicon mass total of both sides) with regular modified polyester paint and coating of 20- 25 micron RMP on exposed surface including primer and 7-10 micron epoxy coating on unexposed surface including primer. The sheet should be supplied in single length as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws with EPDM seal and washers of make- Coroshield/ durotuff / polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers( as per engineer in charge) including cutting to size and shape wherever required etc. complete as per the specifications and as directed by EIC.
Note:
1. All screw should be sealed with silicon sealant.
2. Measurements will be given only for covered Roof area and over laps will not be measured or paid separately.
150
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Painting on steel/wood work/ plastered/ concrete surface with two or more coats of synthetic enamel paint using 1st quality synthetic enamel paint of Asian Paints or equivalent including applying additional coats wherever required to achieve even shade and colour over a coat of suitable primer, including preparing surfaces, providing & applying primer, scaffolding, filling with putty wherever required & cleaning etc. complete all as per specifications & as directed by the Engineer-in-Charge.
1600
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Supplying & laying fibre glass mesh 145 gsm of size 1m width X 50 long roll in joints over concrete/plastered surfaces including cement slurry, nailing etc. complete all as per the specifications and as directed by EIC.
100
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Providing all tools, tackles, materials, manpower for structural steel work in built up sections at all height, including cost of cutting, welding, hoisting, fixing, transport, loading, unloading, necessary scaffolding and applying a priming coat of approved steel primer all complete etc., all complete as per the specification and as directed by the Engineer in charge.
1105
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Providing and laying 150 mm dia. non-pressure NP2 class (light duty) R.C.C. pipes with socket & spigot ends jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including making connection of drain or sewer line with newly constructed manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement, testing of joints etc. complete as per the specifications and as directed by EIC.
100
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Demolishing cement concrete slab, road manually/ by mechanical means including disposal of material within 3 km metres lead as per direction of EIC.
10
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Dismantling of brick work in Cement mortar manually/ mechanically with out damaging adjacent structure including stacking of materials and disposal of unserviceable materials within 2km lead and as directed by EIC.
5
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Providing Raised and cut Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) in pointing upto maximum height of 3.5 meter, including preparation of existing surface to receive the pointing properly including all tools, tackles, materials, manpower, machinery, scaffolding, curing and raking out the joints, and including making necessary approaches for work by removing bushes and rank vegetation along the compound wall where ever required etc. complete and as directed by the Engineer in charge.
540
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Providing and applying two or more coats of premium acrylic smooth exterior paint with silicone additives of Apex Ultima of M/s. Asian Paints / weathercoat long life flexo of Berger over the plain plastered/ sand face / rough cast plaster/ RCC jalli / RCC fins/on old wall surfaces at all locations as required, applied minimum @ 1.43 ltr/10 sqm including applying additional coats wherever required to achieve even shade and colour, ensuring an interval of 4-6 hours for each successive coats and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)additional coats wherever required to achieve even shade and colour, including prepartion of surface, filling the unever surfaces with J K or eqivailant make wall putty, sand papering, making the surface smooth and even etc. complete as per manufacturer’s specification, cleaning of distemper splashings and droppings from floors, doors & windows etc. complete and as directed by the Engineer.
270
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Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment, Curing etc., complete all as per the specifications and as directed by EIC.
16
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Providing and fixing Ist quality ceramic rectified glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 15 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade, including cutting for openings, curing etc. complete as per the specifications and as directed by EIC.
23
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Constructing brick masonry manhole of Inside size 500*700 mm and 45 cm deep With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with providing & laying R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside complete & outside exposed area plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including C.I. cover with frame (light duty) 455x600 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), including making connections for the lines, finishing etc. complete as per standard design, specifications and as directed by EIC.
8
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Extra for depth beyond 450mm for brick masonry manhole of size 500*700mm
8
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Providing and fixing 20 to 25 mm semi polished dressed Kota stone slab of approved quality fixed in Cupboard partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
Note: Exposed slab will only be measured for payment.
36
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Providing and fixing Steel weld mesh fencing of required width in mesh size 25x25 mm made of ms wire of dia 2.5-3 mm including cutting, strengthening by welding or nuts, bolts and washers with frame ss required complete as per the direction of Engineer-in-charge.
125
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Providing and fixing GI chain link fabric fencing of required width in mesh size 50X50 mm made of 4mm dia GI wire including cutting , strengthening with 2mm dia wires or nuts & bolts etc with frame complete as per the direction of Engineer-in-charge.
180
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supplying & fixing Green net (Scaffolding net made of high density polyethylene UV stabilized having density 100gm/sqm.) on weld mesh fencing of required width including cutting, strengthening by wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
305
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Supply of following consumable items for routine maintenance jobs & mainitaining inventory in civil colony office as per the direction of Engineer-In-charge
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32 mm NB GI(medium class) pipe confirming to IS 1239
150
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25 mm NB GI(medium class) pipe confirming to IS 1239
150
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20 mm NB GI(medium class) pipe confirming to IS 1239
150
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25 mm nominal bore brass ferrule with C.I. mouth cover confirming to IS:2692(latest)
20
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20 mm nominal bore brass ferrule with C.I. mouth cover confirming to IS:2692(latest)
20
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15 mm nominal bore brass ferrule with C.I. mouth cover confirming to IS:2692(latest)
20
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“Godrej” make Brass Night Latch sets with 03 keys (Code: 8812) suitable for inside opening door of Size: 35mm x 45mm x 69mm.
40
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“Godrej” make Brass Night Latch sets with 03 keys (Code: 8813) suitable for outside opening door of Size: 35mm x 45mm x 69mm.
30
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12 mm thick 9 ply BWR grade AA Type plywood confirming to IS: 303:1989 (Reaffirmed 2018 and with latest amendment) Size: 8 x 4 feet
640
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Supply of 6 mm thick 5 ply BWR grade AA Type plywood confirming to IS: 303:1989 (Reaffirmed 2018 and with latest amendment) Size: 8 x 4 feet.
640
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Supply of Transparent Plain Float Glass Sheet of size:1.20 x 1.80 M of 4 mm nominal thickness ( weight not less 10g/SqM) conforming to IS: 14900:2000 should be free from Ripples, waves, scratches with better prospectively and smooth surface. Note: contractor shall manage loading, unloading, packaging & forwarding, transportation for delivery of above material at Civil office store, HWPK colony site and nothing extra will be paid on this account.
54
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Supply of Pin Headed Glass Sheet of size: 1.20 x 1.80 M of 4 mm nominal thickness with textured surface for blocking of vision.
Note: contractor shall manage loading, unloading, packaging & forwarding, transportation for delivery of above material at Civil office store, HWPK colony site and nothing extra will be paid on this account.
43
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20 mm nominal size stone aggregates confirming to IS-383 Latest for construction works free from moisture, injurious amounts of disintegrated pieces, vegetable matter qand other deleterious substances
60
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10 mm nominal size stone aggregates confirming to IS-383 Latest for construction works free from moisture, injurious amounts of disintegrated pieces, vegetable matter qand other deleterious substances
40
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Supply of Screened Sand preferably of zone-III, passing through 2.36 mm sieve size and retained on 75 micron sieve, free from moisture, clay & other organic matters and of approved quality suitable for plastering and other civil construction purpose.
50
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Supply of Synthetic Resin Adhesive intended for binding wood, plywood, laminate, veneers, MDF and all types of boards and cork like Fevicol (SH) of pidilite make or equivalent make in 1 Kg packaging not older than three months from the date of manufacturing.
25
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Supply of white cement of JK or birla white confirming to IS-8042 latest in 1 kg packaging having remaining shelf life of minimum two months at the date of supply.
50
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