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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹1.5 L (0.72%)Admitted-Finance | ₹2.1 Cr+₹1.5 L (0.72%) | L2 | Admitted-Finance |
| 3 | L3₹2.1 Cr+₹2.9 L (1.36%)Admitted-Finance | ₹2.1 Cr+₹2.9 L (1.36%) | L3 | Admitted-Finance |
| 4 | L4₹2.2 Cr+₹3.8 L (1.81%)Admitted-Finance | ₹2.2 Cr+₹3.8 L (1.81%) | L4 | Admitted-Finance |
| 5 | L5₹2.2 Cr+₹7.8 L (3.68%)Admitted-Finance | ₹2.2 Cr+₹7.8 L (3.68%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MOHD YOUSUF RATHER L3 | M/S MIR HILAL CONSTRUCTIONS L4 | RIYAZ AHMAD MALIK L7 | M/S MIR and CO L2 | M/S M.D CONSTRUCTIONS L5 | M.N.Enterprises L9 | NAZIR AHMAD WANI L1 | HAJI GHULAM RASOOL SHEIKH AND SONS L8 | KASHCON CONSTRUCTIONS L6 | firdous kamran shora L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearance of site by way of removing garbage humps extracting of bushes by mechanical/manual means including removal of same from site to outside municipal limits with roots making site workable for laying of layout of proposed building. | 1 | Job | 30,000 ₹30,000 | 20,000 ₹20,000 | 50,000 ₹50,000 | 10,000 ₹10,000 | 10,000 ₹10,000 | 50,000 ₹50,000 | 5,000 ₹5,000 Lowest | 10,000 ₹10,000 | 20,000 ₹20,000 | 5,000 ₹5,000 Lowest |
| 2.00 | Earth work by mechanical means in foundation trenches over areas (exceeding 30cm in depth 1.5m in width) including disposal of excavated earth to be levelled and neatly dressed up to a lead of 50 m in all kind of soil including dewatering complete job. | 144 | Cum | 150 ₹21,600 | 100 ₹14,400 | 211 ₹30,384 | 200 ₹28,800 | 200 ₹28,800 | 150 ₹21,600 | 150 ₹21,600 | 200 ₹28,800 | 99 ₹14,256 Lowest | 220 ₹31,680 |
| 3.00 | Providing and laying of stone soling size on level (hand packed) watering ramming complete below foundation and rooms including carriage all complete job. | 36 | Cum | 800 ₹28,800 | 850 ₹30,600 | 650 ₹23,400 Lowest | 900 ₹32,400 | 1,000 ₹36,000 | 850 ₹30,600 | 800 ₹28,800 | 1,500 ₹54,000 | 900 ₹32,400 | 950 ₹34,200 |
| 4.00 | Providing and laying in position cement concrete of specified grade excl.cost of shuttering-all work up to plinth level. 1:4:8 (1 cement: 4coarse sand: 8 graded stone aggregate 40mm nominal size) PCC below foundation and rooms.Mudmat including carriages all complete job. | 12 | Cum | 3,000 ₹36,000 | 4,000 ₹48,000 | 3,500 ₹42,000 | 4,000 ₹48,000 | 3,000 ₹36,000 | 3,500 ₹42,000 | 2,800 ₹33,600 Lowest | 5,000 ₹60,000 | 3,400 ₹40,800 | 4,000 ₹48,000 |
| 5.00 | Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified grade concrete mix,(M-30) 450 diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) Length of pile up to 20m. including carriage all complete job | 1,728 | Rm | 1,999 ₹34,54,272 | 2,100 ₹36,28,800 | 3,300 ₹57,02,400 | 1,800 ₹31,10,400 | 2,700 ₹46,65,600 | 2,800 ₹48,38,400 | 1,500 ₹25,92,000 Lowest | 2,500 ₹43,20,000 | 2,800 ₹48,38,400 | 2,600 ₹44,92,800 |
| 6.00 | Chipping of RCC pile heads by way of chiselling/through cutter etc. up to cut off level by manuallymeans-M30 Piles upto 0.6m. | 106 | No | 700 ₹74,200 | 1,000 ₹1,06,000 | 1,500 ₹1,59,000 | 1,000 ₹1,06,000 | 300 ₹31,800 | 500 ₹53,000 | 300 ₹31,800 | 150 ₹15,900 Lowest | 1,080 ₹1,14,480 | 350 ₹37,100 |
| 7.10 | Filling in plinth etc in layers not exceeding 20cm in depth consolidating each layer by ramming, watering complete job. Including carriages all complete job. a) Available earth filling in trenches. | 57 | Cum | 80 ₹4,560 | 75 ₹4,275 | 300 ₹17,100 | 50 ₹2,850 Lowest | 300 ₹17,100 | 100 ₹5,700 | 100 ₹5,700 | 150 ₹8,550 | 80 ₹4,560 | 150 ₹8,550 |
| 7.20 | b) Supply of Sand filling under flooring in rooms.incl.carriage all complete. | 36 | Cum | 700 ₹25,200 | 900 ₹32,400 | 650 ₹23,400 | 1,000 ₹36,000 | 900 ₹32,400 | 500 ₹18,000 Lowest | 900 ₹32,400 | 900 ₹32,400 | 950 ₹34,200 | 1,250 ₹45,000 |
| 7.30 | c) Supply of GSB filling under flooring in rooms.incl. carriage all complete. | 360 | Cum | 1,100 ₹3,96,000 | 800 ₹2,88,000 | 650 ₹2,34,000 | 700 ₹2,52,000 | 500 ₹1,80,000 Lowest | 900 ₹3,24,000 | 699 ₹2,51,640 | 900 ₹3,24,000 | 600 ₹2,16,000 | 950 ₹3,42,000 |
| 8.10 | Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) including installation ofd loading plateform and preparation of pile head or construction of test cap and dismantilling of test cap after test etc. complete as per specification and the direction of engineer in charge single pile upto100 tonne capacity (2% of total piles as per code) a) Test PIles | 1 | Job | 1,00,000 ₹1,00,000 | 70,000 ₹70,000 | 99,000 ₹99,000 | 30,000 ₹30,000 | 1,00,000 ₹1,00,000 | 1,00,000 ₹1,00,000 | 20,000 ₹20,000 Lowest | 1,00,000 ₹1,00,000 | 90,000 ₹90,000 | 70,000 ₹70,000 |
Tender Value
₹2.6 Cr
Closing Date
21 Apr 2021, 6:00 pmClosed
DGM Housing Board Unit-I Srinagar
Office of the Deputy General Manager Housing Board Unit-I, Barbar Shah, Srinagar
Construction of 50 Bedded Hospital with Staff Quarters at Kakapora, Pulwama.
2021_HAUDD_121770_1
E-NIT No. 01 of 2021-22 Dated 02-04-2021
Open Tender
Civil Works
Item Rate
270 days
Pulwama
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,500
Credited in A/c 0361040500004285 (JAKA0RAWWAL)
Exempted
30 Jul 2021
5 Apr 2021
22 Apr 2021
5 Apr 2021
21 Apr 2021
5 Apr 2021
Amount
Clearance of site by way of removing garbage humps extracting of bushes by mechanical/manual means including removal of same from site to outside municipal limits with roots making site workable for laying of layout of proposed building.
Earth work by mechanical means in foundation trenches over areas (exceeding 30cm in depth 1.5m in width) including disposal of excavated earth to be levelled and neatly dressed up to a lead of 50 m in all kind of soil including dewatering complete job.
Providing and laying of stone soling size on level (hand packed) watering ramming complete below foundation and rooms including carriage all complete job.
Providing and laying in position cement concrete of specified grade excl.cost of shuttering-all work up to plinth level. 1:4:8 (1 cement: 4coarse sand: 8 graded stone aggregate 40mm nominal size) PCC below foundation and rooms.Mudmat including carriages all complete job.
Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified grade concrete mix,(M-30) 450 diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) Length of pile up to 20m. including carriage all complete job
Chipping of RCC pile heads by way of chiselling/through cutter etc. up to cut off level by manuallymeans-M30 Piles upto 0.6m.
Filling in plinth etc in layers not exceeding 20cm in depth consolidating each layer by ramming, watering complete job. Including carriages all complete job. a) Available earth filling in trenches.
b) Supply of Sand filling under flooring in rooms.incl.carriage all complete.
c) Supply of GSB filling under flooring in rooms.incl. carriage all complete.
Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) including installation ofd loading plateform and preparation of pile head or construction of test cap and dismantilling of test cap after test etc. complete as per specification and the direction of engineer in charge single pile upto100 tonne capacity (2% of total piles as per code) a) Test PIles
Lateral load testing of single pile in accordance with IS Code of practice IS: 2911 (part IV) for determining safe allowable lateral load on pile. b) Working Piles
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto ROOF level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with(M-25 grade) including carriage all complete job.
All work upto Plinth Level.
All work upto above plinth level
Reinforcement for RCC works including straightening, cutting, bending, binding, and placing in position. HYSD reinforcement of grade Fe-500D steel bars at all levels including carriages all complete job.
Centering and shuttering including struttig, propping etc and removal of form work for:-
Pile Foundation Pile caps etc
Plinth beam, lintel, beams, Girders bressumers and Cantilevers.
Columns, Pillars, Piers, Abuments posts and struts.
Suspended floors, roofs, landing balconies and Access Platform.
Stair (Slopping/Steps/Sides)
Edges of slab and breaks in floors and walls
Providing and laying in position cement concrete of specified grade excl.cost of shuttering-all work upto plinth level. 1:3:6 (1 cement: 3coarse sand: 6 graded stone aggregate 40mm nominal size including carriages all complete job.
Structural steel work welded in built up sections for trusses and framed work including cutting hosting, fixing in position anchor bolts and applying a primer coat of approved steel primer including carriages all complete job.
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in super structure upto V level including curing in 1:6 mix including scaffolding and carriages all complete job
Providing ridges or hips of width 60cm overall width plain G.S sheets fixed wirth polymer coated J or L hooks,bolts and nuts 8mm dia G.I limplet and bitumen washers complete. 0.80mm thick with zinc coating not lesss than 275 gram/m. includiing carriages all complete job.
Providing valleys of 90cm overall in plain G.S sheets fixed with polymer coated J or L hooks, bolts and nuts 8mm dia G.I limpet and bitumen washers complete. 1.60 mm thick with zinc coating not less than 350 gram/sq.mtr
P/F of 20mm thick T&G well plaks for roof soffits & ceiling on wood work in false ceiling, partions sawn and put up in position of Budloo wood (Ceiling Joists ) which shall be paid for separatlely, including cost of neceessary adhesive & cost of nails etc. with neccessary cornice of requried size complete job.all complete of approved by engineer-in-charge (including cost of all materials, leads, lifts and carriages etcupto site of work complete).(soffits of Ist Class Kail wood ) as per the directions of Consultant /as per drawings enclosed complete job.
Providing wood work in frames of false ceiling, partions etc. sawn and fixed in position :Budloo wood including carriages all complete job.
P/F plain eves boarding (400mm x 40mm) IstclasKail Wood fixed including carriages complete job.
P/F track deck CRILL make or equivalent H.I rib profiled sheets 1000 to 1220 mm cover width 28-35 mm high crests at 250 to 255 mm T.C (total coated thickness) high tensile S.M.P Galvalume steel. The sheets shall have wide panes with 3 no stiffing ribs. Including carriages complete job.
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surfaces/recess including cutting the wall and making good the same in case of recessed conduits as required.
Supplying and fixing of Fan Box Heavy Duty Box.
Supplying and fixing of M.S Junction Box for Light Points.
M/S MIR and CO
M/S MOHD YOUSUF RATHER
M/S MIR HILAL CONSTRUCTIONS
M/S M.D CONSTRUCTIONS
KASHCON CONSTRUCTIONS
RIYAZ AHMAD MALIK
HAJI GHULAM RASOOL SHEIKH AND SONS
M.N.Enterprises
firdous kamran shora
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