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Tender Value
₹95.5 L
EMD Value
₹1.9 L
Closing Date
14 Jul 2026, 3:00 pm4d left
AS PER THE NIT
AS PER THE NIT
Construction of Proposed SDM office west at Bemina Srinagar
2026_PWDJK_314363_1
NIT No.26/EE/RnB/BM/CS/3130-38 of 2026-27 DATED 02.07.2026
Open Tender
Civil Works
180 days
AS PER THE NIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,600
AS PER THE NIT
₹1.9 L
2 Jul 2026
2 Jul 2026
15 Jul 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 400 | sqm | 12.49 | ₹4,996 |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | - | cum | 187.3 | - |
| 3 | Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, diameter and length below the pile cap, to carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including
removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete,
450 mm dia piles. (incl. dewatering at site etc complete job) (M-30) | - | rm | 1,957.55 | - |
| 4 | Vertical load testing of piles in accordance with IS 2911 (Part
IV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-inCharge. Routine test (Test Load 1.5 times the safe capacity). | - | - | - | - |
| 5 | Initial test | - | no | 1,59,533 | - |
| 6 | Routine test | 1 | no | 1,75,486 | ₹1,75,486 |
| 7 | Providing and Laying of stone soling hand packed in foundation trunches incl. dressing watering raming incl. all leads, lifts, head loads and carriages of all material involved complete. | 16.58 | cum | 950 | ₹15,751 |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) incl. all leads, lifts, head loads and carriages of all material involved complete. | 1 | cum | 5,667.9 | ₹5,662.23 |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the
cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as
per design mix is content considered payable or recoverable separately.
All works upto plinth level. | 1 | cum | 8,486 | ₹8,477.51 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) incl. all leads, lifts, head loads and carriages of all material involved complete. | - | cum | 8,253.4 | - |
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