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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-AOC | ₹3.8 Cr | L1 | Accepted-AOC Being lowest and reasonable |
| 2 | L2₹4.0 Cr+₹12.4 L (3.23%)Rejected-Finance | ₹4.0 Cr+₹12.4 L (3.23%) | L2 | Rejected-Finance Not being lowest |
| 3 | L3₹4.1 Cr+₹28.7 L (7.45%)Rejected-Finance PLOT NO 160 2 KH NO 443 NASIR PUR VILLAGE SOUTH WEST DELHI 110045 | SOUTH WEST DELHI | DELHI | 110045 | ₹4.1 Cr+₹28.7 L (7.45%) | L3 | Rejected-Finance Not being lowest |
| 4 | L4₹4.3 Cr+₹46.1 L (12.0%)Rejected-Finance | ₹4.3 Cr+₹46.1 L (12.0%) | L4 | Rejected-Finance Not being lowest |
| 5 | L5₹4.5 Cr+₹63.7 L (16.6%)Rejected-Finance OFFICE NO 304 305 3RD FLOOR PLOT NO 1 USHA CHAMBERS L S C NEW RAJDHANI ENCLAVE DELHI 110092 | DELHI | EAST DELHI | DELHI | 110092 | ₹4.5 Cr+₹63.7 L (16.6%) | L5 | Rejected-Finance Not being lowest |
| Sl No | Description | Qty | Unit | M/s. Kansal Construction Co. L4 | MOUNIKA ENTERPRISES L10 | tarun construction co L8 | Third Wave Services Pvt Ltd L7 | Parveen Builders L3 | Khairati Lal L9 | Shivom Projects Private limited L6 | G and G Infratech Private Limited L2 | M P TYAGI ENGINEERS AND CONTRACTORS L5 | JYOTI ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SOIL INVESTIGATION M&L for carrying out the lab test/field test for soil investigation work all as specified and directed by Engineer in charge as under & submitting the report in triplicate complete :- (a) Drilling boreholes down below existing GL. (b) Collection disturbed and undisturbed samples of soil/strata. (c) Conduction standard penetration tests as per relevant IS Code. (d) Recording water level. (e) Conducting liquid limit and plastic limit test for the samples encountered in the strata. (f) Carrying out Hydrometric tests, sieve analysis and index properties. (g) Conducting required tests on rock samples viz, compression tests, water absorption, porosity, specific gravity. (h) Report consisting of the bore log properties of the soil of each strata, suggesting for the depth of the foundation and bearing capacity of the soil & technical discussion as requires. NOTE: The quoted rate shall be inclusive of transportation charges, shifting charges or any other cost for complete soil investigation work. | |||||||||||||
| 1.01 | Boring bore hole up to 5m depth as in soil complete all as directed. | 15 | RM | 1,700 ₹25,500 | 1,459 ₹21,885 | 996 ₹14,940 | 1,920 ₹28,800 | 3,500 ₹52,500 | 730 ₹10,950 Lowest | 850 ₹12,750 | 1,000 ₹15,000 | 1,999 ₹29,985 | 1,200 ₹18,000 |
| 1.02 | Boring bore hole up to 5m depth as in soft rock complete all as directed. | 25 | RM | 7,000 ₹1,75,000 | 3,459 ₹86,475 | 2,837 ₹70,925 | 5,700 ₹1,42,500 | 4,500 ₹1,12,500 | 1,640 ₹41,000 | 2,500 ₹62,500 | 1,200 ₹30,000 Lowest | 2,999 ₹74,975 | 1,400 ₹35,000 |
| 1.03 | Boring bore hole up to 5m depth as in hard rock complete all as directed. | 35 | RM | 9,000 ₹3,15,000 | 3,459 ₹1,21,065 | 3,900 ₹1,36,500 | 7,200 ₹2,52,000 | 5,500 ₹1,92,500 | 2,660 ₹93,100 | 6,000 ₹2,10,000 | 1,600 ₹56,000 Lowest | 3,999 ₹1,39,965 | 1,600 ₹56,000 Lowest |
| 2.00 | Rough Excavation n.exc 1.50m deep and getting out in soft/ disintgrated rock. | 864 | Cum | 250 ₹2,16,000 | 129 ₹1,11,456 Lowest | 350 ₹3,02,400 | 700 ₹6,04,800 | 700 ₹6,04,800 | 330 ₹2,85,120 | 750 ₹6,48,000 | 150 ₹1,29,600 | 199 ₹1,71,936 | 135 ₹1,16,640 |
| 3.00 | Removing excavated material (soft/ disintgrated rock) upto. 1.00 km and depositing where directed | 864 | CUM | 300 ₹2,59,200 | 359 ₹3,10,176 | 100 ₹86,400 | 320 ₹2,76,480 | 200 ₹1,72,800 | 70 ₹60,480 | 200 ₹1,72,800 | 200 ₹1,72,800 | 299 ₹2,58,336 | 65 ₹56,160 Lowest |
| 4.00 | Construction of Sentry post all as permanent specefication as per Drg No CEDZ-A-2725 Sheet No 1/1 dated 01-05-25 complete all as specefied and as directed | 1 | Each | 18,000 ₹18,000 Lowest | 24,599 ₹24,599 | 1,54,930 ₹1,54,930 | 4,70,000 ₹4,70,000 | 2,40,000 ₹2,40,000 | 1,59,600 ₹1,59,600 | 3,69,999 ₹3,69,999 | 2,12,121 ₹2,12,121 | 6,99,999 ₹6,99,999 | 3,70,000 ₹3,70,000 |
| 5.00 | ROAD, PATH AND CULVERT
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/ rolling and finishing to required size shape etc n exc 1.5m high from base complete all as specefied and as directed | 1,980 | Cum | 150 ₹2,97,000 | 159 ₹3,14,820 | 129 ₹2,55,420 | 120 ₹2,37,600 | 1,000 ₹19,80,000 | 95 ₹1,88,100 Lowest | 200 ₹3,96,000 | 150 ₹2,97,000 | 99 ₹1,96,020 | 100 ₹1,98,000 |
| 6.00 | Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out in soft/disintegrated rock complete all as specefied and as directed | 6,600 | Sqm | 150 ₹9,90,000 | 59 ₹3,89,400 | 39 ₹2,57,400 | 150 ₹9,90,000 | 50 ₹3,30,000 | 42 ₹2,77,200 | 80 ₹5,28,000 | 50 ₹3,30,000 | 19 ₹1,25,400 Lowest | 20 ₹1,32,000 |
| 7.00 | Rolling and consolidating formation surfaces in cutting/filling including watering as required filling in hollows and depression which occurs during the process of rolling by power roller exc 8 tonne & n exc 12 tonne complete all as specefied and as directed | 660 | 10 Sqm | 20 ₹13,200 Lowest | 29 ₹19,140 | 150 ₹99,000 | 50 ₹33,000 | 100 ₹66,000 | 190 ₹1,25,400 | 750 ₹4,95,000 | 100 ₹66,000 | 99 ₹65,340 | 80 ₹52,800 |
Tender Value
₹5.0 Cr
EMD Value
₹5.7 L
Closing Date
21 Jul 2025, 6:00 pmClosed
HQ Chief Engineer Delhi Zone
HQ Chief Engineer Delhi Zone Delhi Cantt-10
PROVISION OF SECURITY INFRASTRUCTURE AT NAVAL LAND BRAR SQUARE NEW DELHI
2025_MES_712177_1
CEDZ/TOKEN-10 OF 2025
Open Tender
Civil Works
Item Rate
270 days
Delhi Cantt-10
As per NIT
10 documents required · 10 mandatory
₹2,000
GE New Delhi
₹5.7 L
Yes
25 Sept 2025
3 Jun 2025
23 Jul 2025
3 Jun 2025
21 Jul 2025
14 Jul 2025
3 Jun 2025 - 10 Jun 2025
Amount
SOIL INVESTIGATION M&L for carrying out the lab test/field test for soil investigation work all as specified and directed by Engineer in charge as under & submitting the report in triplicate complete :- (a) Drilling boreholes down below existing GL. (b) Collection disturbed and undisturbed samples of soil/strata. (c) Conduction standard penetration tests as per relevant IS Code. (d) Recording water level. (e) Conducting liquid limit and plastic limit test for the samples encountered in the strata. (f) Carrying out Hydrometric tests, sieve analysis and index properties. (g) Conducting required tests on rock samples viz, compression tests, water absorption, porosity, specific gravity. (h) Report consisting of the bore log properties of the soil of each strata, suggesting for the depth of the foundation and bearing capacity of the soil & technical discussion as requires. NOTE: The quoted rate shall be inclusive of transportation charges, shifting charges or any other cost for complete soil investigation work.
Boring bore hole up to 5m depth as in soil complete all as directed.
Boring bore hole up to 5m depth as in soft rock complete all as directed.
Boring bore hole up to 5m depth as in hard rock complete all as directed.
Rough Excavation n.exc 1.50m deep and getting out in soft/ disintgrated rock.
Removing excavated material (soft/ disintgrated rock) upto. 1.00 km and depositing where directed
Construction of Sentry post all as permanent specefication as per Drg No CEDZ-A-2725 Sheet No 1/1 dated 01-05-25 complete all as specefied and as directed
ROAD, PATH AND CULVERT Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/ rolling and finishing to required size shape etc n exc 1.5m high from base complete all as specefied and as directed
Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out in soft/disintegrated rock complete all as specefied and as directed
Rolling and consolidating formation surfaces in cutting/filling including watering as required filling in hollows and depression which occurs during the process of rolling by power roller exc 8 tonne & n exc 12 tonne complete all as specefied and as directed
M&L for 150mm thick (spread thickness) soling in two layers with broken boulders or quaried stones, interstices filled, surface formed and rolled and consolidated to gradient and camber required complete all as specefied and as directed
M&L for laying and compacting 150mm thick (compacted thickness laid in two layers of 75mm each) Wet Mix Macadam (WMM) grading as pr table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per table 900-1 of MoRTH specifications for road and bridge work 2013 complete all as specefied and as directed
M&L for preparing surface of un-surfaced WMM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer (paving bitumen) @ 10kg/10Sqm complete all as specified and directed.
M&L for premix bituminous macadam laid /rolled and compacted to required gradient and camber (consolidated thickness not exc 75mm thick) binder content of 4% by weight of total mix using paving bitumen using VG 30 complete all as specified and directed.
M&L for bituminous premixed asphaltic semi dense concrete 40mm consolidated thickness using paving bitumen VG-30, 5.5% binder content by weight of total mix, spread by means of self propelled mechanical spreader/paver, rolled and compacted to required camber and gradient by using Tendem vibratory steel wheel, Static steel wheel rollers min capacity 12 tonne including applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 at the rate of 5.00 Kg per 10 Sqm on bituminous macadam surfaces including preparation of surfacescomplete all as specified and directed.
M&L for cleaning old dirt, oil/grease spots and foreign materials etc from road surface and applying 2.0mm thick thermo plastic (retro reflective) road marking paint for marking white traffic lines, straight or curved having clear and sharp edgs over road surfaces by using thermo plastic paint applicator machine and necessary T&P including cleaning of roads surfaces, heating the paints within temperature limits specified by the manufacturer marking proper arrangement for traffic during operation etc. complete all as specified and directed. Make : Asian/Nerolac /Berger Paints. Note Thermo plastic paint material shall consist homogeniously composed of pigment resins and glass reflecto rizing beads in required proportion as perr MORTH specification and conforming to relavent IS.
Supply and fixing cat eye reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.
Providing and laying at or near ground level 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 5 mm), including making drainage opening wherever required complete.
M&L for preparation on newly plastered / concrete surfaces of wall and applying two coats of Synthetic enamel paint over one coat of alkali-resistant priming paint complete all as specified and directed.
M&L for broken stones or boulders hardcore of gauge n exc. 63mm deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface all as specified and directed
M&L for 100mm thick PCC 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate) as in floor/ sub base complete all as specified and directed.
Providing and laying 80mm thick factory made chamfered edge cement concrete PU coating and glossy finished paver block of M-30 grade with approved colour, design & pattern as 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 and including 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.
Excavation over areas n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
Excavation over areas n exc 1.5 m deep and getting out in soft/disintegrated rock. Soil complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc complete all as specified and directed.
Formwork to faces of walls, retaining walls, abutments, parapets and similar work etc for rought finished surfaces complete all as specified and directed.
M&L for Reinforced concrete pipes, 600 mm dia class NP2, laid and jointed complete with collars complete all as specified and directed
M&L for rendering 15mm thick on fare faces of brick or concrete surfaces in cm 1:4 to be finished even and smooth (without using extra lime or cement) complete all as specified.
Removing excavatted material (Soil) exc 250m but n exc 500m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed.
Removing excavatted material (Soft/disintegrated rock) exc 250m but n exc 500m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed.
Returning filling tn, including spreading, levelling, watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed.
AREA DRAINAGE Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in hard/dense soil complete all as specified and directed.
Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in Soft/disintegrated rock complete all as specified and directed.
Returning filling in, including spreading, levelling, watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed.
Removing excavate material (hard/dense soil) exc. 250 m but n exc. 500 m, where directed at a level not exc 1.50 m above the starting point in soil complete all as specified and directed.
Removing excavated material any type of soft/disintegrated rock exc. 250m but n exc 500m and depositing where directed complete all as specified and directed.
M&L for providing PCC 1:4:8 type D2 (using 40mm graded stone agg) as in foundation and paving etc complete all as specified and as directed.
M&L for brick work with sub class B bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.
M&L for providing PCC 1:2:4 type B2 (using 20mm garded stone agg) as in surface channel of drain complete all as specified and as directed
M&L for rendering 15mm thick in cement mortar 1:4 on fair surfaces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.
M&L for providing PCC 1:2:4 type B1 (using 20mm garded stone agg) as in coping etc including necessery formwork complete all as specified and directed.
M&L for 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 directed.
Add or deduct for each 25 mm girth or part thereof over or under 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed.
M&L for precast reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in landing, cover slab etc including necessary form work, set in cement mortar 1:4 complete all as specified and directed. Note:- Reinforcement shall be measured and paid separately.
S&F of TMT bars 10 mm dia and over, cut to length , bent to shape required , including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.
COMPOUND WALL AND GATE FENCING Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in Soft/disintegrated rock complete all as specified and directed.
Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in hard rock complete all as specified and directed.
M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
M&L for reinforced cement concrete of grade M25 design mix (using 20 mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specefied and directed
M&L for brick work with sub class B bricks, using old size bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for 15 mm thick rendering on fair faces of brick work or concrete surface in cement mortar 1:4 on external wall finished even and smooth (without using extar cement) complete all as specefied and directed
S&F of TMT bars 10 mm dia and over, cut to length , bent to shape required , including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.
S&F of TMT bars 5 mm dia and over upto and including 10 mm dia, as in stirrups, spacers and binders, cut to length , bent to shape required , including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed
S&F mild steel angle for fencing posts, joist including cutting tops to shape as directed, drilling holes, notching wires, etc including all neccesary welding etc all as specified and directed
S&F Galvanised. 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed (Note : each line wire to be measured)
M&L for preparing newly plastered surface of any description and applying two coats of cement base paint over a coat of primer (alkali resistant primer) complite all as directed and specified.
M&L for preparation of new 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 primer complete all as specefied and directed.
Use & Waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished surfaces complete all as specified and directed.
Use & Waste of formwork to sides and soffits of top beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc of rough finished surfaces of concrete all as specefied and directed
Use & Waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surfaces of Square, rectangular or polygonal Rough finished complete all as specified and directed.
Removing excavated soil in hard dense / Soft/disintegrated rock material exc. 250m but n exc. 500m & depositing where directed at a level n exc. 1.5 m above the starting point all as specefied and directed
Returning, filling in hard/dense soil or any type of soil, including spreading, leveling, watering & well ramming in layers n-exc 25 cm complete all as specefied and directed
M&L for RCC of grade M25 design mix (using 20 mm graded stone aggregate) in Columns, pillars, piers, posts and struts complete all as specefied and directed
M&L for RCC of grade M25 design mix (using 20 mm graded stone aggregate) in top beams, cantilevers, bressummers, lintels over 1.5m span complete all as specefied and directed
S & F Galvanised Steel punched tape concertina coil (PTCC) razor blade having minimum weight of 8.5 kgs (+) or (-) 5% per coil streched to a length of 5 to 6 mts (50 turns) to achieve 600 mm dia wire thickness 2.50mm as in fencing to steel post and to another coil/MS nibs etc including fixing with special galvanised fastners such as clips, Clips, U clips complete all as specified and as directed. Note : Linear length of coil after stretching and fixing shall be measured for purpose of payment.
S&F of mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete, drill for fixing of steel sheeting or other covering etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fitting and also fastening and fixing complete all as specified and directed. Grade of steel Fe-410W (E-250 quality -A).
M&L for 20mm dia drilling upto 200mm deep hole in the rock suface and cleaning the bore hole blowing dust out of it using compressed air and injecting hilti RE-10 injection mortar in the drill hole with special gun and inserting 16mm dia TMT bar of length 400mm each in the hole filled with Hilti RE-10 and the TMT bar( min 200 mm) welded with any kind with steel surface all as specefied and direced by Engr in Charge.
M&L for of mild steel framed work such as grills, gratings, truss etc with ends of bar shouldered and/or riveted or forged into spikes; framed guard bar; barred iron doors; ladders; framed balusters; walk ways; railings; frameworks of water tanks and similar work con-forming to Fe-290 Gde-E-165
M&L for 18-20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over 20 mm thick scred bed of CM 1:4 complete all as specefied and directed
S & F pre-painted galvalume aluminum zinc coating GI based with corrugated steel sheet 0.50mm thick of any colour having tensil strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
S&F PVC pipe 110mm dia for weep holes all specified and directed.
M&L for 18/20mm thick pre-formed bituminous fillar board filled in two layers as in crumple joints as in wall complete all as specified and directed.
Dismantling fencing wire mesh, any type all as specefied and directed
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground Posts embedded in Concrete, brick work, masonry etc complete all as specified and directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground Posts embedded in natural ground etc complete all as specified and directed.
S&F mild steel framed work such as grills, grating Y angle etc with end of bars shouldered and/ or riveted or forged into spikes, framed guard bars,barred iron doors, ladders, framed balusters, walk ways, railings and similar work confirming to Fe-410-0 or Fe 310-0 complete all as specefied and directed
RETAINING WALL Excavation in trenches not exc 1.5 m wide & not exc 1.5 m in depth for foundation etc and getting out in hard/dense soil complete all as specified and directed.
Excavation in trenches not exc 1.5 m wide & not exc 1.5 m in depth for foundation etc and getting out in Soft/disintegrated rock complete all as specified and directed.
Excavation over areas n exc 1.5 m deep and getting out in hard and dense soil. Complete all as specefied and directed
Excavation over areas n exc 1.5 m deep and getting out in soft/disintegrated rock. Soil Complete all as specefied and directed
Excavation over areas exc 1.5 m and not exc 3.0m deep and getting out in soft/disintegrated rock complete all as specefied and directed
M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete Complete all as specefied and directed
Removing excavated materials exc 250m but n.exc 500m and depositing where directed at a level not exc 1.50 m above the starting point (soil)
Returning filling tn, including spreading, levelling, watering and well ramming in layer not exc 25 cm in each layer Complete all as specefied and directed.
M&L for RCC design mix M-25 using 20 mm graded stone aggregate as in foundation, foundation beams, plinth beams, bases for columns etc, basement slabs, under reamed piles complete all as specified and as directed
M&L for RCC M-25 design mix using 20 mm graded stone aggregate as in wall, retaining walls, basement walls, ballast walls and the like complete all as specified and as directed
M&L for mild steel (TMT) bars 10mm dia & over cut to length, bent to shape required. Including cranking, bending spirally for hooping for colums, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
Use & Waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished surfaces complete all as specified and directed.
Use & Waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished surfaces complete all as specified and directed.
M&L for rendering 15mm thick on fare faces of brick or concrete surfaces in cm 1:4 to be finished even and smooth (without using extra lime or cement) complete all as specified.
S&F PVC pipe 110mm dia for weep holes all specified and directed.
M&L for Hand packing (any thickness) at back of walls over arches etc.for weep hole by broken stone grable in various size, sand and filter materal as dircted by engr-in-charge for weep hole all as specefied and directed
M&L for preparation on newly plastered / previously untreated surfaces of wall and applying two coats of cement base paint over a coat of primer complete all as specified and directed.
Description of Work / Item(s)
Amount
INTERNAL ELECTRIFICATION S&F modular switch 6 amps, 230 volts, single pole, one way (ISI marked) with IP 20 rating complete all as specified and directed. Make: Havells Cat part No. ACNSXX101, Legrand Cat part No.-573400, Indoasian Cat Part No. 810600
S&F 16 Amp rating modular switch one way one module with IP-20 rating complete all as specified and directed. Make: Havells Cat Part No. ACNSXX161, Legrand Cat Part No. 573410, Indoasian Cat Part No. 810601
S&F of piano flush type socket out let 5 pin 5 Amp, 230 volts AC complete all as specified and directed.
S&F of piano flush type multipurpose socket out let 6 pin 15/5 Amp, 230 volts AC complete all as specified and directed.
S&F of ceiling rose 3 terminal / PVC / Polycarbonate, insulated body complete all as specified and directed.
S&F of for MCB SP 06 to 32 Amps 240 Volts, 10 KA, `B' curve, complete all as specified and directed.
S&F of MCB SPN 32 Amps 240 Volts, 10 KA, `B' curve, complete all as specified and directed.
S&F LED Tube Light of 16-20 Watt 230Volt (approx size 4 ft), box type complete with LED Tube Light 20 Watt & all accessories internally prewired including connecting up with three core sheathed flexible copper conductor cable of suitable size having min P.F >0.95, minimum efficacy-120 lumen/watt, IP 20 rating complete all as specified. Make : Bajaj Cat Part No BLIR 24L WH PCSD, Eveready Cat Part No LED5BTA02016-02HE, Philips Cat Part No BN308C LED205-6500 L120PSUWH
Supply and fixing in replacement of LED Bldg security light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete.
Supply & fixing of remote controlled Ceiling fan complete with blades, down rods and all connected accessories operating at 230 V with 1200 mm sweep, rated 5 star with brushless direct curent (BLDC) motor, color as per site requirement. Making arrangement for hanging fans to ceiling with proper hook, nut, bolt with twin core twisted flexible copper conductor complete all as specified and directed.
M&L for point wiring complete, stranded copper conductor 1.5 Sqmm nominal area PVC insulated FRLSH 1100 volts grade electrical cable in but with through existing concealed PVC/ MS conduit and including replacement of unserviceable pressed steel terminal boxes of required size with top cover 3 mm thick laminated sheet of required color with screwed and cup washer with all accessories including 1.5 sqmm stranded copper conductor PVC unsheathed cable earth wire to common earth and connected to earth dolly complete all as specified for:-
One light / fan/bell point controlled by one switch SP, one way, 230 volts.
One 3 pin socket outlet 5/6 Amps on same board.
One socket outlet 5/6 Amps on independent board.
One power socket 15/16 Amp but with cable 2.5 Sqmm for phase & neutral and for earth 2.5 sqmm.
M&L for submain wiring with PVC insulated unsheathed copper conductor multi stranded FRLSH type 1100V grade 2 x 4 sqmm complete drawn in new PVC concealed conduit and its accessories along with 1x 4 sqmm PVC insulated unsheathed copper conductor multi stranded FRLSH type cable for continuous earth wire and duly connected to common earth dolly including PVC concealed conduit of minimum 20 mm dia medium grade ISI marked and its accessories including provn of new factory made pressed steel modular switch/terminal box of suitable size and new modular front & back plates of approved colour/model of suitable size for housing the modular switches, sockets complete all as specified and directed. Note: Two runs of 4 Sqmm cable and one run of 4 Sqmm earth continuity conductor including conduit shall be measured as one unit run length.
S&F of factory made concealed sheet steel distribution boards, double door, SPN, 4 way, 230 volts AC, IP 43 with suitable busbar, neutral link, earth link suitable for MCB, DP/SPN as incomer & MCB SP as outgoing complete all as specified and as directed.
EXTERNAL ELECTRIC SUPPLY Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for pipe line, cable trenches etc and getting out in soft/loose soil complete all as specified and directed.
Supply and laying Best quality, locally available, sub class ‘B’ clay bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and directed.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
Removing excavated material to a distance not exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.
Material & labour for sand cushioning using clean fine River sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as specified and directed. ( Note:- Punned thickness of 18mm shall be considered for payment purpose)
Supply, laying, testing and commissioning of cable XLPE Insulated, armoured heavy duty electric power cable heavy duty with aluminium conductor, 1100 volts grade, cross sectional area as bleow :-
10 sqmm 4 core
6 sqmm 4 core
Supply and fixing LED street light fitting 70 watt, 230V, AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete.
Supply and fixing LED flood light 140 Watt, 230V AC outdoor type with thermal management in multiple optics and equipped with IP 66 protection, with impact and corrosion resistant complete with driver and lamp.
Supply and fixing steel tubular swaged poles complete with cast iron base plate, final taper plug, bolts, nuts & screws as specified type 410 SP-22 (9.0 meter long) completewith and including PCC 1:2:4 type B1 foundation and coping all as specified and directed. Note : Excavation, formwork, PCC foundation and coping & other charges is deemed to be included in the quoted unit rate. Nothing extra to be paid on this account.
Earthing complete with galvanised steel earth plate electrode 60×60cm.× 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
S&F of street light pole box of size 200 mm x 160 mm x 98 mm ,made of high quality thermosetting plastic polyesterene ,dust and Zett water proof , chemical /acid corrosion resitant empact and shock proof IP 65 with internally embeded gasket (PUR) including one number SP MCB 6 amp along with door arrangment and pre moulded knock of all the sides including back of the base . The box must be fitted with 10 sqmm stud type terminal 04 Nos including Elmex stud type TB 04 Nos
M&L wiring for ckt /submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable with 2 x 1.5 sqmm and 1 x 1.5 sqmm in steel conduit surface /recessed as required for street light poles and post top lantern etc complete all as specified and as directed. Note: Two Runs of wire alongwith one run of earth wire and steel conduit shall be measured and paid as one unit.
Supply and fixing astronomical timer switch with contactor and MCCB TPN 32 Amp 01 no in suitable metal enclosure panel of 2mm thickness
DG SET Supply, installing, commissioning and testing complete of Manufacturer or OEM (Original Eqpt Manufacturer) manufactured and tested silent Diesel Engine driven generating set capable of delivering 10 KVA (8 KW), or nearest higher rating, 415 volts (AC 3 Phase, 4 wire system of supply), 50 Hz to operate at a power factor atleast of 0.8. The DG set shall consist of a diesel engine coupled through flexible coupling to a matching alternator and mounted on AVM pads (As per respective Manufacturer's Design) on a common base frame all as specified complete with control panel standardised by manufacturer, fuel tank with mounting arrangement and inlet, outlet, return oil arrangement, flexible exhaust pipe complete and shall comprise of the following: -
(a) ENGINE (PRIME MOVER): Diesel engine 1500 RPM of suitable HP approximate 15 HP as recommended by manufacturer but not less than 13 BHP (at NTP) water cooled, Turbocharged aircooled, 1 x90 AH 12 volts electric battery start, confirming to BS 5514,BS 649 and IS 10000 complete with fly wheel and all standard fittings/ fixtures as per manufacturing practice including suitable engine control panel with tachometer, lub oil temp & pressure gauges, water temp gauge, and frequency meter (digital type) (including safety shutdown contents) and also including self starter, dynamo, fuel tank etc. (b) ALTERNATOR : AC alternator, self excited, self regulated, self ventilated, brushless design, conforming to BS 2613 / 5000, 3 phase , 415 volts, 4 wire rated line current approx 14 amps in three phase for output PF 0.8, 1500 RPM, insulation class ‘H’ Temprature Reise H @ 125 Deg C; Enclosure IP 23 confirming to IS-4722 / BS-2613 complete with AVR with + 1 % voltage regulation, directly coupled to and match the above engine. (c) Anti-vibration pads for mounting engine – Alternator assembly on the base frame/ plate. (d) BASE FRAME: One no. MS Fabricated adequately machine Channel Common Base Frame with lifting facility,pre-drilled foundation holes suitable for permanent installation on concrete foundation for direct grouting or on anti-vibration mountings which will be suitable to receive the offered engine and alternator duly coupled through a flexible coupling. A suitable coupling guard shall also be provided (e) Silencer: Critical Grade and exhaust gas piping system of suitable dia MS pipe of 'B' class of required legth as per CPCB norms with necessary bends, supports and clamps anti vibration mounting inulated with rockwool 50 mm thick with wire mesh and aluminium clading complete all as specified (f) Fuel tank of 30 Litres/specified by the manufacturer, made of 14 SWG CRCA MS sheet, duly powder coated and provided with float, gauge and fuel float switch. (g) Emission limit & smoke limit for DG set shall be as per CPCB norms applicable at the time of execution.
Earthing complete with galvanised steel earth plate electrode 60×60cm × 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 iron strip 32×6mm as earthing lead 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 all as directed and specified by Engineer-in-Charge.
tarun construction co (BID ID -3364474)
Khairati Lal (BID ID -3366027)
M/s. Kansal Construction Co. (BID ID -3358524)
MOUNIKA ENTERPRISES (BID ID -3363775)
G and G Infratech Private Limited (BID ID -3366490)
Shivom Projects Private limited (BID ID -3366174)
Parveen Builders (BID ID -3365941)
Third Wave Services Pvt Ltd (BID ID -3365881)
M P TYAGI ENGINEERS AND CONTRACTORS (BID ID -3363725)
G and G Infratech Private Limited (BID ID -3366490)
Parveen Builders (BID ID -3365941)
M/s. Kansal Construction Co. (BID ID -3358524)
M P TYAGI ENGINEERS AND CONTRACTORS (BID ID -3363725)
Shivom Projects Private limited (BID ID -3366174)
Third Wave Services Pvt Ltd (BID ID -3365881)
tarun construction co (BID ID -3364474)
Khairati Lal (BID ID -3366027)
MOUNIKA ENTERPRISES (BID ID -3363775)
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